feat: named case-result load combinations with full GUI support
Snapshots the current development tree, headlined by proper load combinations (user request): a reusable LoadCombination entity of weighted completed static-case results (e.g. 1.2xDead + 1.6xLive). - core: LoadCombination/LoadCombinationItem entities, Project integration (lookup, unique ids, reference validation) - services: combinations.py (linear superposition + envelope), exported via services __init__ - commands: undoable Add/Delete/Update for combinations - GUI: Load Combinations manager dialog, Run-dialog evaluation, envelope display in Results panel, Combinations tab in Table dock - tests: unit coverage (validation, math, error paths) + integration superposition check vs a single factored run
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examples/.gitkeep
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examples/.gitkeep
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examples/README.md
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examples/README.md
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# Example models
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Pre-built `.osmodel` files plus the Python scripts that generate them.
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Each one carries the case types the post-processing views need, so you
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can exercise the GUI without defining materials, sections, loads, and
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cases by hand.
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## Files
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| Model | Nodes | Elements | Cases | Shows |
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|---|---|---|---|---|
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| `cantilever.osmodel` | 6 | 5 | Static × 2, Modal | Point + distributed loads, force diagrams, deformed shape, mode shapes |
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| `portal_frame.osmodel` | 4 | 3 | Static, Modal, Transient | All Display features, smallest 3D |
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| `space_frame_3d.osmodel` | 12 | 16 | Static, Modal, Transient (5% damping) | 3D rendering, multiple modes, damped EQ time-history |
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| `sdof_pushover.osmodel` | 2 | 1 | Pushover, Modal | Monotonic pushover curve, HystereticMaterial |
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| `portal_pushover.osmodel` | 4 | 3 | Pushover, Modal | Fiber sections, BeamWithHinges, yielding pushover |
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| `ex1a_canti2d.osmodel` | 2 | 1 | Static preload, Pushover, Transient EQ | OpenSees Ex 1a, shared gravity + push + quake |
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| `ex1b_portal2d.osmodel` | 4 | 3 | Static preload, Pushover, Transient EQ | OpenSees Ex 1b elastic portal, distributed gravity |
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| `ex2a_canti2d_elastic_element.osmodel` | 2 | 1 | Static preload, Pushover, Transient EQ | Ex 2a cantilever, dimensions as named parameters |
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| `ex2b_canti2d_inelastic_section.osmodel` | 2 | 1 | Static preload, Pushover, Transient EQ | Ex 2b, aggregated axial+flexure section |
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| `ex2c_canti2d_inelastic_fiber_section.osmodel` | 2 | 1 | Static preload, Pushover, Transient EQ | Ex 2c, fiber section, coupled axial-flexure |
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| `ex3_canti2d_elastic_element.osmodel` | 2 | 1 | Static preload, Pushover, Transient EQ | Ex 3 elastic build, unit-scaled parameters |
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| `ex3_canti2d_inelastic_section.osmodel` | 2 | 1 | Static preload, Pushover, Transient EQ | Ex 3 aggregated-section build |
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| `ex3_canti2d_inelastic_fiber_section.osmodel` | 2 | 1 | Static preload, Pushover, Transient EQ | Ex 3 fiber-section build |
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| `ex4_portal2d_elastic_element.osmodel` | 4 | 3 | Static preload, Pushover, Transient sine | Ex 4 elastic portal, build/analysis split |
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| `ex4_portal2d_inelastic_section.osmodel` | 4 | 3 | Static preload, Pushover, Transient sine | Ex 4 aggregated-section portal |
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| `ex4_portal2d_inelastic_fiber_section.osmodel` | 4 | 3 | Static preload, Pushover, Transient sine | Ex 4 fiber-section portal |
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| `ex1a_canti2d_eq.osmodel` | 2 | 1 | Static preload, Transient EQ | Ex 1a gravity + base excitation only |
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| `eigen_two_storey_shear_frame.osmodel` | 6 | 6 | Modal | equalDOF floor constraints, shear-frame modes |
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| `eigen_two_storey_one_bay_frame.osmodel` | 6 | 6 | Modal | Chopra 10.5 frame, sway modes, no constraints |
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| `concrete04_cantilever.osmodel` | 2 | 1 | Static (gravity), Pushover | Concrete04 fiber section end-to-end |
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## Quick tour
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### 1. Force diagrams — `cantilever.osmodel`
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```
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File → Open → cantilever.osmodel
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Analyze → Cases → run "Tip-Load"
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Display → Show Force Diagram → component "M3" → linear moment, max at fixed end (50 kN·m)
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→ component "V2" → constant -10 kN along the whole span
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→ component "N" → ~zero (no axial load)
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→ component "T" → ~zero (no torsion → console hint, no diagram)
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Display → Show Deformed Shape → cantilever curve
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```
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Load runs along global Y (perpendicular to the beam, horizontal plane).
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With the default 3D vertical-reference convention that lands on the
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V2 / M3 pair — the in-plane bending pair.
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UDL variant, parabolic moment:
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```
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Analyze → Cases → run "Uniform-Load"
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Display → Show Force Diagram → M3 → parabolic, max 25 kN·m at fixed end
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→ V2 → linear, max 10 kN at fixed end
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```
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### 2. Mode shapes — `space_frame_3d.osmodel`
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```
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File → Open → space_frame_3d.osmodel
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Analyze → Cases → run "Modal-6"
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Display → Animate Mode Shape → mode 1 = X-sway, mode 2 = Y-sway
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→ Play, scrub timeline, change scale
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```
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### 3. Time-history and hysteresis — `space_frame_3d.osmodel`
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```
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File → Open → space_frame_3d.osmodel
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Analyze → Cases → run "EQ-4s" (~5-10 sec on a modern laptop)
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Display → Time-History Plot
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- Node 12 (roof corner) + DOF 1 (X displacement) → "Add trace"
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- Node 9 + DOF 1 → second trace, compare phase
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Display → Hysteresis Plot
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- X = Node 12 / DOF 1, Y = Node 12 / DOF 3 → orbit
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```
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### 4. Pushover — `sdof_pushover.osmodel`
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```
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File → Open → sdof_pushover.osmodel
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Analyze → Cases → run "Push-X"
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Display → Show Pushover Curve
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→ linear from origin, then softens through yield
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```
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Column stays elastic here. Real nonlinear hinges need
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BeamWithHinges + fiber sections; the machinery exists, the
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fiber-section editor is still rough.
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### 5. Nonlinear pushover with fiber hinges — `portal_pushover.osmodel`
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```
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File → Open → portal_pushover.osmodel
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Analyze → Cases → run "Push-X"
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Display → Show Pushover Curve
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→ linear stiffness, then yield plateau as base hinges form
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→ peak base shear = concrete crushing + rebar yield
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```
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Columns are BeamWithHinges + FiberSections (concrete core, rebar
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layers) wrapped in a SectionAggregator for torsion.
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### 6. Gravity + time-history chain — `ex1a_canti2d_eq.osmodel`
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```
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File → Open → ex1a_canti2d_eq.osmodel
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Analyze → Cases → run "Earthquake"
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Display → Time-History Plot
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- Node 2 + DOF 1 (Ux) → tip horizontal response
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- Node 2 + DOF 2 (Uy) → gravity should stay locked
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```
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Tiny model, exists for one reason: the standard transient recipe
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`static preload → loadConst reset → UniformExcitation transient`
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against a real ground-motion record in a `PathTimeSeries`.
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### 7. OpenSees Ex 1a bundle — `ex1a_canti2d.osmodel`
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```
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File → Open → ex1a_canti2d.osmodel
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Analyze → Cases → run "Push" or "Earthquake"
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Display → Show Pushover Curve / Time-History Plot
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```
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Cantilever column with shared gravity preload and both lateral
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variants. Small benchmark for checking pushover and transient agree
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on the same geometry.
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### 8. OpenSees Ex 1b bundle — `ex1b_portal2d.osmodel`
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```
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File → Open → ex1b_portal2d.osmodel
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Analyze → Cases → run "Push" or "Earthquake"
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Display → Show Pushover Curve / Time-History Plot
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```
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Elastic portal frame. Gravity comes from a distributed beam load
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instead of nodal loads, which is the whole point of keeping it
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around.
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### 9. Ex 2a, parameter-driven — `ex2a_canti2d_elastic_element.osmodel`
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```
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File → Open → ex2a_canti2d_elastic_element.osmodel
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Analyze → Cases → run "Push" or "Earthquake"
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Display → Show Pushover Curve / Time-History Plot
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```
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Same physics as Ex 1a, but dimensions and derived quantities are
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named parameters instead of literals.
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### 10. Ex 2b, aggregated section — `ex2b_canti2d_inelastic_section.osmodel`
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```
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File → Open → ex2b_canti2d_inelastic_section.osmodel
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Analyze → Cases → run "Push" or "Earthquake"
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Display → Show Pushover Curve / Time-History Plot
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```
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First nonlinear cantilever in the series. Separate axial and flexural
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uniaxial responses aggregated into one section on a force-based
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beam-column.
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### 11. Ex 2c, fiber section — `ex2c_canti2d_inelastic_fiber_section.osmodel`
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```
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File → Open → ex2c_canti2d_inelastic_fiber_section.osmodel
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Analyze → Cases → run "Push" or "Earthquake"
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Display → Show Pushover Curve / Time-History Plot
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```
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Ex 2b's fiber counterpart. Coupled axial-flexure with concrete and
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steel assigned to fibers and rebar layers directly.
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### 12. Ex 3 family — `ex3_canti2d_*.osmodel`
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```
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File → Open → ex3_canti2d_elastic_element.osmodel
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Analyze → Cases → run "Push" or "Earthquake"
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```
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Same cantilever analyses on three build styles: elastic element,
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aggregated uniaxial section, fiber section. All unit-scaled.
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### 13. Modal shear building — `eigen_two_storey_shear_frame.osmodel`
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```
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File → Open → eigen_two_storey_shear_frame.osmodel
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Analyze → Cases → run "Modal-2"
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Display → Animate Mode Shape
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- mode 1 → stories sway in phase
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- mode 2 → stories sway out of phase
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```
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Validates modal workflows on a model small enough to check by hand,
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with `equalDOF` doing the shear-frame duty.
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### 14. Modal frame, Chopra 10.5 — `eigen_two_storey_one_bay_frame.osmodel`
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```
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File → Open → eigen_two_storey_one_bay_frame.osmodel
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Analyze → Cases → run "Modal-2"
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Display → Animate Mode Shape
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- mode 1 → in-phase sway of both stories
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- mode 2 → top story reverses against the first
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```
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Companion to the shear building above. Ordinary beam-column behavior,
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no multi-point constraints.
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### 15. Ex 4 portal family — `ex4_portal2d_*.osmodel`
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```
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File → Open → ex4_portal2d_elastic_element.osmodel
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Analyze → Cases → run "Push" or "Sine-Uniform"
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Display → Show Pushover Curve / Time-History Plot
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```
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Keeps the OpenSees split between model-building and analysis files,
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recast as project variants. Covers pinned-base sway, distributed
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girder gravity, and support-motion dynamics without an external quake
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file. The fiber transient is kept as a nonlinear stress test — it may
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stop early and still produce usable partial histories.
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## Regenerating the .osmodel files
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Scripts are the source of truth, `.osmodel` files are build artifacts
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checked in for convenience. Change a script, rerun it:
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```bash
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python examples/cantilever.py
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python examples/portal_frame.py
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python examples/space_frame_3d.py
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python examples/sdof_pushover.py
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python examples/portal_pushover.py
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python examples/ex1a_canti2d.py
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python examples/ex1b_portal2d.py
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python examples/ex2a_canti2d_elastic_element.py
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python examples/ex1a_canti2d_eq.py
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python examples/ex2b_canti2d_inelastic_section.py
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python examples/ex2c_canti2d_inelastic_fiber_section.py
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python examples/ex3_canti2d_elastic_element.py
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python examples/ex3_canti2d_inelastic_section.py
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python examples/ex3_canti2d_inelastic_fiber_section.py
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python examples/ex4_portal2d_elastic_element.py
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python examples/ex4_portal2d_inelastic_section.py
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python examples/ex4_portal2d_inelastic_fiber_section.py
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python examples/eigen_two_storey_shear_frame.py
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python examples/eigen_two_storey_one_bay_frame.py
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```
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Each script builds the project, saves it, reloads it, and asserts a
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clean round-trip.
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460
examples/_ex4_portal2d_common.py
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examples/_ex4_portal2d_common.py
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"""Shared builders for OpenSees Example 4 portal-frame variants."""
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from __future__ import annotations
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from dataclasses import dataclass
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from pathlib import Path
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import math
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import sys
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if __package__ is None or __package__ == "":
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sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
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from otko.core import ( # noqa: E402
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AggregatorDOF,
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Concrete02,
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ElasticBeamColumn,
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ElasticSection,
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ElasticUniaxial,
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FiberSection,
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ForceBeamColumn,
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LinearTimeSeries,
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NodalLoad,
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Node,
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PathTimeSeries,
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PlainLoadPattern,
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Project,
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ProjectMeta,
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PushoverCase,
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RectangularPatch,
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SectionAggregator,
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StaticCase,
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Steel01,
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Steel02,
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StraightLayer,
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TransientCase,
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UniformElementLoad,
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UniformExcitationPattern,
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UnitSystem,
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)
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INCH = 1.0
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KIP = 1.0
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SEC = 1.0
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FT = 12.0 * INCH
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KSI = KIP / INCH**2
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PSI = KSI / 1000.0
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G_ACCEL = 32.2 * FT / SEC**2
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PI = math.pi
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L_COL = 36.0 * FT
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L_BEAM = 42.0 * FT
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H_BEAM = 8.0 * FT
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B_BEAM = 5.0 * FT
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A_BEAM = B_BEAM * H_BEAM
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IZ_BEAM = (1.0 / 12.0) * B_BEAM * H_BEAM**3
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FC = -4.0 * KSI
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E_C = 57.0 * KSI * math.sqrt(-FC / PSI)
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N_GRAVITY = 10
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GRAVITY_STEP = 1.0 / N_GRAVITY
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PUSH_TARGET = 0.1 * L_COL
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PUSH_STEP = 0.001 * L_COL
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NUM_INT_PTS = 5
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SINE_AMPLITUDE = 0.5 * G_ACCEL
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SINE_PERIOD = 0.35 * SEC
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SINE_DURATION = 3.0 * SEC
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GROUND_DT = 0.005 * SEC
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ANALYSIS_DT = 0.01 * SEC
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ANALYSIS_DURATION = 10.0 * SEC
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ANALYSIS_STEPS = int(ANALYSIS_DURATION / ANALYSIS_DT)
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DAMPING_RATIO = 0.02
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_ROOT = Path(__file__).resolve().parent
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REFERENCE_PUSH_TCL = _ROOT / "data" / "Ex4.Portal2D.analyze.Static.Push.tcl.txt"
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REFERENCE_SINE_TCL = _ROOT / "data" / "Ex4.Portal2D.analyze.Dynamic.sine.Uniform.tcl.txt"
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def sine_accel_values(
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dt: float = GROUND_DT,
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amplitude: float = SINE_AMPLITUDE,
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period: float = SINE_PERIOD,
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duration: float = SINE_DURATION,
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) -> list[float]:
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"""Sample the Example 4 sine support motion as a PathTimeSeries."""
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omega = 2.0 * PI / period
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n_points = int(round(duration / dt)) + 1
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return [amplitude * math.sin(omega * i * dt) for i in range(n_points)]
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def sine_velocity_values(
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dt: float = GROUND_DT,
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amplitude: float = SINE_AMPLITUDE,
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period: float = SINE_PERIOD,
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duration: float = SINE_DURATION,
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) -> list[float]:
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"""Velocity history consistent with the Tcl ``-vel0`` sine recipe."""
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omega = 2.0 * PI / period
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n_points = int(round(duration / dt)) + 1
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return [-(amplitude / omega) * math.cos(omega * i * dt) for i in range(n_points)]
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@dataclass(frozen=True)
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class ElasticVariant:
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name: str
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description: str
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weight: float
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h_col: float
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b_col: float
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build_tcl_name: str
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@dataclass(frozen=True)
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class InelasticSectionVariant(ElasticVariant):
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my_col: float
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phi_y_col: float
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hardening_ratio: float = 0.01
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@dataclass(frozen=True)
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class FiberVariant(ElasticVariant):
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cover_col: float
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num_bars_col: int
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bar_area_col: float
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eps1_u: float
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eps2_u: float
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lambda_: float
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fy: float
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es: float
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bs: float
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r0: float
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cr1: float
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cr2: float
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n_fib_y: int
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n_fib_z: int
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ELASTIC_VARIANT = ElasticVariant(
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name="OpenSees Ex 4 - Portal Frame (Elastic Build)",
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description="Example 4 elastic portal frame with shared gravity, push, and sine-wave support motion.",
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weight=4000.0 * KIP,
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h_col=5.0 * FT,
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b_col=4.0 * FT,
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build_tcl_name="Ex4.Portal2D.build.ElasticElement.tcl.txt",
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)
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INELASTIC_SECTION_VARIANT = InelasticSectionVariant(
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name="OpenSees Ex 4 - Portal Frame (Inelastic Section Build)",
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description="Example 4 portal frame with aggregated uniaxial inelastic column sections and shared analyses.",
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weight=4000.0 * KIP,
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h_col=5.0 * FT,
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b_col=4.0 * FT,
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build_tcl_name="Ex4.Portal2D.build.InelasticSection.tcl.txt",
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my_col=130000.0 * KIP * INCH,
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phi_y_col=0.65e-4 / INCH,
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)
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FIBER_VARIANT = FiberVariant(
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name="OpenSees Ex 4 - Portal Frame (Fiber Section Build)",
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description="Example 4 portal frame with fiber-section columns and shared pushover / sine-wave analyses.",
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weight=2000.0 * KIP,
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h_col=5.0 * FT,
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b_col=5.0 * FT,
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build_tcl_name="Ex4.Portal2D.build.InelasticFiberSection.tcl.txt",
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cover_col=6.0 * INCH,
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num_bars_col=10,
|
||||
bar_area_col=2.25 * INCH**2,
|
||||
eps1_u=-0.003,
|
||||
eps2_u=-0.05,
|
||||
lambda_=0.1,
|
||||
fy=66.8 * KSI,
|
||||
es=29000.0 * KSI,
|
||||
bs=0.01,
|
||||
r0=18.0,
|
||||
cr1=0.925,
|
||||
cr2=0.15,
|
||||
n_fib_y=16,
|
||||
n_fib_z=4,
|
||||
)
|
||||
|
||||
|
||||
def _common_nodes(weight: float) -> list[Node]:
|
||||
p_col = weight / 2.0
|
||||
mass = p_col / G_ACCEL
|
||||
return [
|
||||
Node(id=1, name="Base-L", coords=(0.0, 0.0, 0.0), restraint=(True, True, False, False, False, True)),
|
||||
Node(id=2, name="Base-R", coords=(L_BEAM, 0.0, 0.0), restraint=(True, True, False, False, False, True)),
|
||||
Node(id=3, name="Top-L", coords=(0.0, L_COL, 0.0), mass=(mass, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
Node(id=4, name="Top-R", coords=(L_BEAM, L_COL, 0.0), mass=(mass, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
]
|
||||
|
||||
|
||||
def _common_patterns(weight: float) -> tuple[list[LinearTimeSeries | PathTimeSeries], list[PlainLoadPattern | UniformExcitationPattern]]:
|
||||
p_col = weight / 2.0
|
||||
w_beam = -weight / L_BEAM
|
||||
time_series = [
|
||||
LinearTimeSeries(id=1, name="Gravity"),
|
||||
LinearTimeSeries(id=200, name="Lateral"),
|
||||
PathTimeSeries(
|
||||
id=400,
|
||||
name="Sine-0p5g",
|
||||
dt=GROUND_DT,
|
||||
values=sine_accel_values(),
|
||||
file_path="generated:sine-wave",
|
||||
),
|
||||
PathTimeSeries(
|
||||
id=401,
|
||||
name="SineVel-0p5g",
|
||||
dt=GROUND_DT,
|
||||
values=sine_velocity_values(),
|
||||
file_path="generated:sine-wave-velocity",
|
||||
),
|
||||
]
|
||||
patterns = [
|
||||
PlainLoadPattern(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
time_series_id=1,
|
||||
element_loads=[UniformElementLoad(element_id=3, wy=w_beam)],
|
||||
),
|
||||
PlainLoadPattern(
|
||||
id=200,
|
||||
name="Pushover-X",
|
||||
time_series_id=200,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=3, forces=(p_col, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
NodalLoad(node_id=4, forces=(p_col, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
),
|
||||
UniformExcitationPattern(
|
||||
id=400,
|
||||
name="Sine-Uniform-X",
|
||||
direction=1,
|
||||
accel_series_id=400,
|
||||
vel_series_id=401,
|
||||
),
|
||||
]
|
||||
return time_series, patterns
|
||||
|
||||
|
||||
def _common_analyses() -> list[StaticCase | PushoverCase | TransientCase]:
|
||||
return [
|
||||
StaticCase(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
pattern_ids=[1],
|
||||
n_steps=N_GRAVITY,
|
||||
load_factor_increment=GRAVITY_STEP,
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
integrator="LoadControl",
|
||||
algorithm="Newton",
|
||||
test="NormDispIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=6,
|
||||
),
|
||||
PushoverCase(
|
||||
id=2,
|
||||
name="Push",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[200],
|
||||
control_node=3,
|
||||
control_dof=1,
|
||||
target_disp=PUSH_TARGET,
|
||||
step_size=PUSH_STEP,
|
||||
base_nodes=[1, 2],
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
algorithm="Newton",
|
||||
test="EnergyIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=6,
|
||||
),
|
||||
TransientCase(
|
||||
id=3,
|
||||
name="Sine-Uniform",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[400],
|
||||
dt=ANALYSIS_DT,
|
||||
n_steps=ANALYSIS_STEPS,
|
||||
system="BandGeneral",
|
||||
constraints="Transformation",
|
||||
integrator="Newmark",
|
||||
integrator_params=(0.5, 0.25),
|
||||
algorithm="ModifiedNewton",
|
||||
test="EnergyIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=10,
|
||||
rayleigh_mode1_damping=DAMPING_RATIO,
|
||||
),
|
||||
]
|
||||
|
||||
|
||||
def build_ex4_portal2d_elastic_element() -> Project:
|
||||
a_col = ELASTIC_VARIANT.b_col * ELASTIC_VARIANT.h_col
|
||||
iz_col = (1.0 / 12.0) * ELASTIC_VARIANT.b_col * ELASTIC_VARIANT.h_col**3
|
||||
time_series, patterns = _common_patterns(ELASTIC_VARIANT.weight)
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name=ELASTIC_VARIANT.name,
|
||||
author="OpenSees Wiki / Silvia Mazzoni & Frank McKenna",
|
||||
description=ELASTIC_VARIANT.description,
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2,
|
||||
ndf=3,
|
||||
nodes=_common_nodes(ELASTIC_VARIANT.weight),
|
||||
sections=[
|
||||
ElasticSection(id=1, name="Columns", E=E_C, A=a_col, Iz=iz_col, Iy=iz_col, G=1.0, J=1.0),
|
||||
ElasticSection(id=2, name="Beam", E=E_C, A=A_BEAM, Iz=IZ_BEAM, Iy=IZ_BEAM, G=1.0, J=1.0),
|
||||
],
|
||||
elements=[
|
||||
ElasticBeamColumn(id=1, name="Col-L", nodes=(1, 3), section_id=1, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=2, name="Col-R", nodes=(2, 4), section_id=1, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=3, name="Beam", nodes=(3, 4), section_id=2, geom_transf="Linear"),
|
||||
],
|
||||
time_series=time_series,
|
||||
load_patterns=patterns,
|
||||
analyses=_common_analyses(),
|
||||
)
|
||||
|
||||
|
||||
def build_ex4_portal2d_inelastic_section() -> Project:
|
||||
a_col = INELASTIC_SECTION_VARIANT.b_col * INELASTIC_SECTION_VARIANT.h_col
|
||||
ei_col_cracked = INELASTIC_SECTION_VARIANT.my_col / INELASTIC_SECTION_VARIANT.phi_y_col
|
||||
time_series, patterns = _common_patterns(INELASTIC_SECTION_VARIANT.weight)
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name=INELASTIC_SECTION_VARIANT.name,
|
||||
author="OpenSees Wiki / Silvia Mazzoni & Frank McKenna",
|
||||
description=INELASTIC_SECTION_VARIANT.description,
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2,
|
||||
ndf=3,
|
||||
nodes=_common_nodes(INELASTIC_SECTION_VARIANT.weight),
|
||||
materials=[
|
||||
Steel01(
|
||||
id=2,
|
||||
name="Flexural-Steel01",
|
||||
Fy=INELASTIC_SECTION_VARIANT.my_col,
|
||||
E0=ei_col_cracked,
|
||||
b=INELASTIC_SECTION_VARIANT.hardening_ratio,
|
||||
),
|
||||
ElasticUniaxial(id=3, name="Axial-Elastic", E=E_C * a_col),
|
||||
],
|
||||
sections=[
|
||||
SectionAggregator(
|
||||
id=1,
|
||||
name="Column-Section",
|
||||
pairings=[
|
||||
AggregatorDOF(material_id=3, dof="P"),
|
||||
AggregatorDOF(material_id=2, dof="Mz"),
|
||||
],
|
||||
),
|
||||
ElasticSection(id=2, name="Beam", E=E_C, A=A_BEAM, Iz=IZ_BEAM, Iy=IZ_BEAM, G=1.0, J=1.0),
|
||||
],
|
||||
elements=[
|
||||
ForceBeamColumn(id=1, name="Col-L", nodes=(1, 3), section_id=1, integration_points=NUM_INT_PTS, geom_transf="Linear"),
|
||||
ForceBeamColumn(id=2, name="Col-R", nodes=(2, 4), section_id=1, integration_points=NUM_INT_PTS, geom_transf="Linear"),
|
||||
ForceBeamColumn(id=3, name="Beam", nodes=(3, 4), section_id=2, integration_points=NUM_INT_PTS, geom_transf="Linear"),
|
||||
],
|
||||
time_series=time_series,
|
||||
load_patterns=patterns,
|
||||
analyses=_common_analyses(),
|
||||
)
|
||||
|
||||
|
||||
def build_ex4_portal2d_inelastic_fiber_section() -> Project:
|
||||
cover_y = FIBER_VARIANT.h_col / 2.0
|
||||
cover_z = FIBER_VARIANT.b_col / 2.0
|
||||
core_y = cover_y - FIBER_VARIANT.cover_col
|
||||
core_z = cover_z - FIBER_VARIANT.cover_col
|
||||
ft_u = -0.14 * FC
|
||||
ets = ft_u / 0.002
|
||||
time_series, patterns = _common_patterns(FIBER_VARIANT.weight)
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name=FIBER_VARIANT.name,
|
||||
author="OpenSees Wiki / Silvia Mazzoni & Frank McKenna",
|
||||
description=FIBER_VARIANT.description,
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2,
|
||||
ndf=3,
|
||||
nodes=_common_nodes(FIBER_VARIANT.weight),
|
||||
materials=[
|
||||
Concrete02(
|
||||
id=1,
|
||||
name="Cover-Concrete",
|
||||
fpc=FC,
|
||||
epsc0=FIBER_VARIANT.eps1_u,
|
||||
fpcu=0.2 * FC,
|
||||
epsU=FIBER_VARIANT.eps2_u,
|
||||
lambda_=FIBER_VARIANT.lambda_,
|
||||
ft=ft_u,
|
||||
Ets=ets,
|
||||
),
|
||||
Steel02(
|
||||
id=2,
|
||||
name="Rebar-Steel02",
|
||||
Fy=FIBER_VARIANT.fy,
|
||||
E0=FIBER_VARIANT.es,
|
||||
b=FIBER_VARIANT.bs,
|
||||
R0=FIBER_VARIANT.r0,
|
||||
cR1=FIBER_VARIANT.cr1,
|
||||
cR2=FIBER_VARIANT.cr2,
|
||||
),
|
||||
],
|
||||
sections=[
|
||||
FiberSection(
|
||||
id=1,
|
||||
name="Column-Fiber-Section",
|
||||
patches=[
|
||||
RectangularPatch(
|
||||
material_id=1,
|
||||
n_fib_y=FIBER_VARIANT.n_fib_y,
|
||||
n_fib_z=FIBER_VARIANT.n_fib_z,
|
||||
y_i=-cover_y,
|
||||
z_i=-cover_z,
|
||||
y_j=cover_y,
|
||||
z_j=cover_z,
|
||||
),
|
||||
],
|
||||
layers=[
|
||||
StraightLayer(
|
||||
material_id=2,
|
||||
n_bars=FIBER_VARIANT.num_bars_col,
|
||||
bar_area=FIBER_VARIANT.bar_area_col,
|
||||
y_start=-core_y,
|
||||
z_start=core_z,
|
||||
y_end=-core_y,
|
||||
z_end=-core_z,
|
||||
),
|
||||
StraightLayer(
|
||||
material_id=2,
|
||||
n_bars=FIBER_VARIANT.num_bars_col,
|
||||
bar_area=FIBER_VARIANT.bar_area_col,
|
||||
y_start=core_y,
|
||||
z_start=core_z,
|
||||
y_end=core_y,
|
||||
z_end=-core_z,
|
||||
),
|
||||
],
|
||||
),
|
||||
ElasticSection(id=2, name="Beam", E=E_C, A=A_BEAM, Iz=IZ_BEAM, Iy=IZ_BEAM, G=1.0, J=1.0),
|
||||
],
|
||||
elements=[
|
||||
ForceBeamColumn(id=1, name="Col-L", nodes=(1, 3), section_id=1, integration_points=NUM_INT_PTS, geom_transf="Linear"),
|
||||
ForceBeamColumn(id=2, name="Col-R", nodes=(2, 4), section_id=1, integration_points=NUM_INT_PTS, geom_transf="Linear"),
|
||||
ForceBeamColumn(id=3, name="Beam", nodes=(3, 4), section_id=2, integration_points=NUM_INT_PTS, geom_transf="Linear"),
|
||||
],
|
||||
time_series=time_series,
|
||||
load_patterns=patterns,
|
||||
analyses=_common_analyses(),
|
||||
)
|
||||
298
examples/basic_truss.osmodel
Normal file
298
examples/basic_truss.osmodel
Normal file
|
|
@ -0,0 +1,298 @@
|
|||
{
|
||||
"schema_version": 1,
|
||||
"meta": {
|
||||
"name": "Basic Truss",
|
||||
"description": "3-bar asymmetric planar truss, linear static analysis.",
|
||||
"author": "OpenSees Examples Manual - Example 1",
|
||||
"units": "SI (m, N, kg, s, Pa)"
|
||||
},
|
||||
"ndm": 2,
|
||||
"ndf": 2,
|
||||
"coord_systems": [
|
||||
{
|
||||
"name": "Global",
|
||||
"coord": {
|
||||
"origin": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"rotation_deg": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
"grid": {
|
||||
"x_grid_lines": [
|
||||
{
|
||||
"id": "X1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "X2",
|
||||
"ordinate": 1.8288,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "X3",
|
||||
"ordinate": 3.6576,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "X4",
|
||||
"ordinate": 4.2672,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"y_grid_lines": [
|
||||
{
|
||||
"id": "Y1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "Y2",
|
||||
"ordinate": 2.4383999999999997,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"z_grid_lines": [
|
||||
{
|
||||
"id": "Z1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"visible": true,
|
||||
"is_general": false,
|
||||
"hide_all": false,
|
||||
"glue_to_grid": false,
|
||||
"bubble_size": 20
|
||||
}
|
||||
}
|
||||
],
|
||||
"nodes": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Base-L",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Base-M",
|
||||
"coords": [
|
||||
3.6576,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Base-R",
|
||||
"coords": [
|
||||
4.2672,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 4,
|
||||
"name": "Crown",
|
||||
"coords": [
|
||||
1.8288,
|
||||
2.4383999999999997,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
}
|
||||
],
|
||||
"materials": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Steel-3000ksi",
|
||||
"type": "Elastic",
|
||||
"E": 20685000000.0,
|
||||
"eta": 0.0,
|
||||
"Eneg": null
|
||||
}
|
||||
],
|
||||
"sections": [],
|
||||
"elements": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Bar-1-4",
|
||||
"type": "Truss",
|
||||
"nodes": [
|
||||
1,
|
||||
4
|
||||
],
|
||||
"area": 0.0064516,
|
||||
"material_id": 1,
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Bar-2-4",
|
||||
"type": "Truss",
|
||||
"nodes": [
|
||||
2,
|
||||
4
|
||||
],
|
||||
"area": 0.0032258,
|
||||
"material_id": 1,
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Bar-3-4",
|
||||
"type": "Truss",
|
||||
"nodes": [
|
||||
3,
|
||||
4
|
||||
],
|
||||
"area": 0.0032258,
|
||||
"material_id": 1,
|
||||
"rho": 0.0
|
||||
}
|
||||
],
|
||||
"time_series": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Ramp",
|
||||
"type": "Linear",
|
||||
"factor": 1.0
|
||||
}
|
||||
],
|
||||
"load_patterns": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Tip Load",
|
||||
"type": "Plain",
|
||||
"time_series_id": 1,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 4,
|
||||
"forces": [
|
||||
444822.16,
|
||||
-222411.08,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
}
|
||||
],
|
||||
"spectra": [],
|
||||
"analyses": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Static",
|
||||
"type": "Static",
|
||||
"pattern_ids": [
|
||||
1
|
||||
],
|
||||
"n_steps": 1,
|
||||
"load_factor_increment": 1.0,
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Plain",
|
||||
"integrator": "LoadControl",
|
||||
"algorithm": "Linear",
|
||||
"test": "NormDispIncr",
|
||||
"tolerance": 1e-08,
|
||||
"max_iter": 25
|
||||
}
|
||||
]
|
||||
}
|
||||
163
examples/basic_truss.py
Normal file
163
examples/basic_truss.py
Normal file
|
|
@ -0,0 +1,163 @@
|
|||
"""Basic Truss Example — OpenSees Examples Manual, Example 1 (exact geometry).
|
||||
|
||||
Three-bar pin-jointed truss in 2D under a nodal load at the crown.
|
||||
|
||||
Geometry as in the OpenSees Tcl script (units: kip, in)::
|
||||
|
||||
node 1 0.0 0.0 node 4 72.0 96.0
|
||||
node 2 144.0 0.0 (crown — loaded here)
|
||||
node 3 168.0 0.0
|
||||
─── Note the asymmetry:
|
||||
Base nodes: node 2 at x=144"
|
||||
(0, 0) ───────── (144, 0) ── (168, 0) node 3 at x=168"
|
||||
↑ ↑ (only 24" apart!)
|
||||
|
||||
This is an asymmetric three-bar truss reaching to a single crown
|
||||
joint (node 4) at the top. The three bars have different lengths
|
||||
and two different areas (bar 1 = 10 in², bars 2 and 3 = 5 in²).
|
||||
|
||||
Loads (at node 4): Fx = +100 kip, Fy = -50 kip.
|
||||
Material: Elastic, E = 3000 ksi.
|
||||
|
||||
Analytical solution in kip-in units (verified by OpenSees Tcl run):
|
||||
u_x(node 4) ≈ +0.530 in
|
||||
u_y(node 4) ≈ -0.178 in
|
||||
|
||||
In OTKO we always work in SI internally (m, N), so we
|
||||
convert inches → metres (×0.0254), kips → newtons (×4448.22) and
|
||||
ksi → pascals (×6.895e6). The converted model gives the same
|
||||
dimensionless solution when you multiply back by the inverse
|
||||
conversion.
|
||||
|
||||
Produces ``examples/basic_truss.osmodel``.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
|
||||
from otko.core import (
|
||||
CoordinateGridSystem,
|
||||
ElasticUniaxial,
|
||||
GridSystem,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
StaticCase,
|
||||
TrussElement,
|
||||
UnitSystem,
|
||||
make_grid_lines,
|
||||
)
|
||||
from otko.services import load_project, save_project
|
||||
|
||||
|
||||
# Unit conversions (imperial → SI).
|
||||
IN_TO_M = 0.0254
|
||||
KIP_TO_N = 4448.2216
|
||||
KSI_TO_PA = 6.895e6
|
||||
|
||||
|
||||
def build_basic_truss() -> Project:
|
||||
"""Three-bar planar truss — Example 1 of the OpenSees user manual.
|
||||
|
||||
Geometry in inches → metres; material E in ksi → Pa; areas in
|
||||
in² → m²; loads in kips → N. The SI model is a dimensionless
|
||||
scale of the original kip-in model, so the OpenSees solve gives
|
||||
the same shape / ratio of displacements.
|
||||
"""
|
||||
# Node coordinates in inches (from Tcl) — converted to metres.
|
||||
x1, y1 = 0.0, 0.0
|
||||
x2, y2 = 144.0, 0.0
|
||||
x3, y3 = 168.0, 0.0
|
||||
x4, y4 = 72.0, 96.0
|
||||
|
||||
# Areas in in² — converted to m².
|
||||
a1 = 10.0 * IN_TO_M ** 2
|
||||
a2 = 5.0 * IN_TO_M ** 2
|
||||
a3 = 5.0 * IN_TO_M ** 2
|
||||
|
||||
# Loads in kips — converted to N.
|
||||
fx = 100.0 * KIP_TO_N
|
||||
fy = -50.0 * KIP_TO_N
|
||||
|
||||
# Material E in ksi → Pa.
|
||||
e = 3000.0 * KSI_TO_PA
|
||||
|
||||
# Grid that covers all four nodes (for the canvas overlay).
|
||||
x_ords = [x1 * IN_TO_M, x4 * IN_TO_M, x2 * IN_TO_M, x3 * IN_TO_M]
|
||||
y_ords = [y1 * IN_TO_M, y4 * IN_TO_M]
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="Basic Truss",
|
||||
author="OpenSees Examples Manual - Example 1",
|
||||
description="3-bar asymmetric planar truss, linear static analysis.",
|
||||
units=UnitSystem.SI_M_N,
|
||||
),
|
||||
ndm=2, ndf=2,
|
||||
coord_systems=[
|
||||
CoordinateGridSystem(
|
||||
name="Global",
|
||||
grid=GridSystem(
|
||||
x_grid_lines=make_grid_lines("X", x_ords),
|
||||
y_grid_lines=make_grid_lines("Y", y_ords),
|
||||
z_grid_lines=make_grid_lines("Z", [0.0]),
|
||||
),
|
||||
),
|
||||
],
|
||||
nodes=[
|
||||
Node(id=1, name="Base-L", coords=(x1 * IN_TO_M, y1 * IN_TO_M, 0.0),
|
||||
restraint=(True, True, False, False, False, False)),
|
||||
Node(id=2, name="Base-M", coords=(x2 * IN_TO_M, y2 * IN_TO_M, 0.0),
|
||||
restraint=(True, True, False, False, False, False)),
|
||||
Node(id=3, name="Base-R", coords=(x3 * IN_TO_M, y3 * IN_TO_M, 0.0),
|
||||
restraint=(True, True, False, False, False, False)),
|
||||
Node(id=4, name="Crown", coords=(x4 * IN_TO_M, y4 * IN_TO_M, 0.0)),
|
||||
],
|
||||
materials=[
|
||||
ElasticUniaxial(id=1, name="Steel-3000ksi", E=e),
|
||||
],
|
||||
sections=[],
|
||||
elements=[
|
||||
TrussElement(id=1, name="Bar-1-4", nodes=(1, 4),
|
||||
area=a1, material_id=1),
|
||||
TrussElement(id=2, name="Bar-2-4", nodes=(2, 4),
|
||||
area=a2, material_id=1),
|
||||
TrussElement(id=3, name="Bar-3-4", nodes=(3, 4),
|
||||
area=a3, material_id=1),
|
||||
],
|
||||
time_series=[LinearTimeSeries(id=1, name="Ramp")],
|
||||
load_patterns=[
|
||||
PlainLoadPattern(
|
||||
id=1, name="Tip Load",
|
||||
time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=4, forces=(fx, fy, 0, 0, 0, 0)),
|
||||
],
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(id=1, name="Static", pattern_ids=[1], n_steps=1),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_basic_truss()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}' - {len(project.nodes)} nodes, "
|
||||
f"{len(project.elements)} truss bars, {len(project.analyses)} case.")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
3483
examples/beam_quad_2d.osmodel
Normal file
3483
examples/beam_quad_2d.osmodel
Normal file
File diff suppressed because it is too large
Load diff
200
examples/beam_quad_2d.py
Normal file
200
examples/beam_quad_2d.py
Normal file
|
|
@ -0,0 +1,200 @@
|
|||
"""Simply Supported Beam with 2D Solid (Quad) Elements — OpenSees Ex 6.4.
|
||||
|
||||
A 40" × 10" simply supported deep beam meshed with 16×4 plane-stress
|
||||
quadrilateral elements under two centre-span vertical loads (one at the
|
||||
top midspan, one at the bottom midspan, each 1 kip downward). The
|
||||
load is ramped up over 10 LoadControl steps, giving a final midspan
|
||||
deflection of ~0.394 in. A second case then *removes* the preload and
|
||||
lets the beam free-vibrate with 2% stiffness-proportional damping for
|
||||
1500 Newmark steps at dt = 0.5 s — reproducing the full Tcl flow.
|
||||
|
||||
Matches the Tcl walkthrough at:
|
||||
https://opensees.berkeley.edu/wiki/index.php?title=Simply_supported_beam_modeled_with_two_dimensional_solid_elements
|
||||
|
||||
Model (kip, in, sec):
|
||||
- Geometry: L = 40 in, H = 10 in, t = 1 in (plane stress)
|
||||
- Material: ElasticIsotropic — E = 1000 ksi, ν = 0.25, ρ = 3.0
|
||||
- Elements: 16 × 4 = 64 four-node quads (``quad`` variant,
|
||||
``PlaneStress2D`` formulation)
|
||||
- Supports: pin at node 1 (bottom-left), roller at node 17
|
||||
(bottom-right, Uy restrained only)
|
||||
- Loads: 2 × 1 kip ↓ at (20, 0) and (20, 10), ramped via
|
||||
LoadControl from 0 to 10 over 10 steps
|
||||
|
||||
Analysis cases:
|
||||
1. ``Static`` — 10-step LoadControl, midspan Uy ≈ -0.394 in
|
||||
2. ``FreeVibration`` — Transient with preload = case 1, remove
|
||||
pattern 1, Newmark (γ=0.5, β=0.25), dt = 0.5 s, 1500 steps,
|
||||
βK auto-computed from 2% damping at the 1st mode.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
|
||||
from otko.core import (
|
||||
ElasticIsotropic,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
QuadElement,
|
||||
StaticCase,
|
||||
TransientCase,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project
|
||||
|
||||
|
||||
# Geometry (inches).
|
||||
L = 40.0
|
||||
H = 10.0
|
||||
THICKNESS = 1.0
|
||||
|
||||
# Mesh — nx must be even so a node lands at the midspan.
|
||||
NX = 16
|
||||
NY = 4
|
||||
|
||||
# Material (kip-in units).
|
||||
E = 1000.0
|
||||
NU = 0.25
|
||||
RHO = 3.0
|
||||
|
||||
|
||||
def _node_id(i: int, j: int) -> int:
|
||||
"""Row-major node id (matching the Tcl ``block2D`` numbering).
|
||||
|
||||
i = 0..NX column index (along length), j = 0..NY row index (through depth).
|
||||
"""
|
||||
return j * (NX + 1) + i + 1
|
||||
|
||||
|
||||
def _mid_bottom_node_id() -> int:
|
||||
"""Node at (L/2, 0) — bottom flange midspan where one load attaches."""
|
||||
return _node_id(NX // 2, 0)
|
||||
|
||||
|
||||
def _mid_top_node_id() -> int:
|
||||
"""Node at (L/2, H) — top flange midspan where the other load attaches."""
|
||||
return _node_id(NX // 2, NY)
|
||||
|
||||
|
||||
def _right_bottom_node_id() -> int:
|
||||
"""Bottom-right corner — the roller support."""
|
||||
return _node_id(NX, 0)
|
||||
|
||||
|
||||
def build_beam_quad_2d() -> Project:
|
||||
dx = L / NX
|
||||
dy = H / NY
|
||||
|
||||
nodes: list[Node] = []
|
||||
for j in range(NY + 1):
|
||||
for i in range(NX + 1):
|
||||
nid = _node_id(i, j)
|
||||
if nid == 1:
|
||||
restraint = (True, True, False, False, False, False) # pin
|
||||
elif nid == _right_bottom_node_id():
|
||||
restraint = (False, True, False, False, False, False) # roller (Uy only)
|
||||
else:
|
||||
restraint = (False,) * 6
|
||||
nodes.append(Node(
|
||||
id=nid, name=f"N{nid}",
|
||||
coords=(i * dx, j * dy, 0.0),
|
||||
restraint=restraint,
|
||||
))
|
||||
|
||||
elements: list[QuadElement] = []
|
||||
eid = 1
|
||||
for j in range(NY):
|
||||
for i in range(NX):
|
||||
n1 = _node_id(i, j) # bottom-left
|
||||
n2 = _node_id(i + 1, j) # bottom-right
|
||||
n3 = _node_id(i + 1, j + 1) # top-right
|
||||
n4 = _node_id(i, j + 1) # top-left (counter-clockwise)
|
||||
elements.append(QuadElement(
|
||||
id=eid, name=f"Q{eid}",
|
||||
nodes=(n1, n2, n3, n4),
|
||||
thickness=THICKNESS,
|
||||
material_id=1,
|
||||
variant="quad",
|
||||
behaviour="PlaneStress2D",
|
||||
))
|
||||
eid += 1
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="Simply Supported Beam — Quad Elements (OpenSees Ex 6.4)",
|
||||
author="OpenSees Examples Manual",
|
||||
description=(
|
||||
f"{NX}×{NY} plane-stress quad mesh of a {L:.0f}×{H:.0f} deep "
|
||||
"beam with two midspan point loads, LoadControl 0→10 in 10 steps."
|
||||
),
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2, ndf=2,
|
||||
nodes=nodes,
|
||||
materials=[ElasticIsotropic(id=1, name="Elastic", E=E, nu=NU, rho=RHO)],
|
||||
elements=elements,
|
||||
time_series=[LinearTimeSeries(id=1, name="Ramp")],
|
||||
load_patterns=[PlainLoadPattern(
|
||||
id=1, name="MidspanLoad",
|
||||
time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=_mid_bottom_node_id(),
|
||||
forces=(0.0, -1.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
NodalLoad(node_id=_mid_top_node_id(),
|
||||
forces=(0.0, -1.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
)],
|
||||
analyses=[
|
||||
StaticCase(
|
||||
id=1, name="Static",
|
||||
pattern_ids=[1],
|
||||
n_steps=10, load_factor_increment=1.0,
|
||||
system="ProfileSPD", constraints="Plain",
|
||||
integrator="LoadControl", algorithm="Newton",
|
||||
test="EnergyIncr", tolerance=1e-12, max_iter=10,
|
||||
),
|
||||
# Free-vibration continuation: runs case 1 to completion,
|
||||
# drops the midspan load pattern, sets up 2% βK Rayleigh
|
||||
# damping from the 1st mode, then integrates 1500 steps of
|
||||
# Newmark (γ=0.5, β=0.25) at dt = 0.5 s.
|
||||
TransientCase(
|
||||
id=2, name="FreeVibration",
|
||||
preload_case_ids=[1],
|
||||
remove_patterns=[1],
|
||||
pattern_ids=[],
|
||||
dt=0.5, n_steps=1500,
|
||||
system="BandGeneral", constraints="Plain",
|
||||
integrator="Newmark", integrator_params=(0.5, 0.25),
|
||||
algorithm="Newton",
|
||||
test="EnergyIncr", tolerance=1e-12, max_iter=10,
|
||||
rayleigh_mode1_damping=0.02,
|
||||
),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_beam_quad_2d()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" ndm={project.ndm}, ndf={project.ndf}, "
|
||||
f"units={project.meta.units.value}")
|
||||
print(f" {len(project.nodes)} nodes, {len(project.elements)} quads")
|
||||
print(f" Midspan loaded nodes: bottom={_mid_bottom_node_id()}, "
|
||||
f"top={_mid_top_node_id()}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
379
examples/cantilever.osmodel
Normal file
379
examples/cantilever.osmodel
Normal file
|
|
@ -0,0 +1,379 @@
|
|||
{
|
||||
"schema_version": 1,
|
||||
"meta": {
|
||||
"name": "Cantilever",
|
||||
"description": "",
|
||||
"author": "Ozan",
|
||||
"units": "SI (m, N, kg, s, Pa)"
|
||||
},
|
||||
"ndm": 3,
|
||||
"ndf": 6,
|
||||
"coord_systems": [
|
||||
{
|
||||
"name": "Global",
|
||||
"coord": {
|
||||
"origin": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"rotation_deg": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
"grid": {
|
||||
"x_grid_lines": [],
|
||||
"y_grid_lines": [],
|
||||
"z_grid_lines": [],
|
||||
"visible": true,
|
||||
"is_general": false,
|
||||
"hide_all": false,
|
||||
"glue_to_grid": false,
|
||||
"bubble_size": 20
|
||||
}
|
||||
}
|
||||
],
|
||||
"nodes": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "N1",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "N2",
|
||||
"coords": [
|
||||
1.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
1000.0,
|
||||
1000.0,
|
||||
1000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "N3",
|
||||
"coords": [
|
||||
2.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
1000.0,
|
||||
1000.0,
|
||||
1000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 4,
|
||||
"name": "N4",
|
||||
"coords": [
|
||||
3.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
1000.0,
|
||||
1000.0,
|
||||
1000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 5,
|
||||
"name": "N5",
|
||||
"coords": [
|
||||
4.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
1000.0,
|
||||
1000.0,
|
||||
1000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 6,
|
||||
"name": "N6",
|
||||
"coords": [
|
||||
5.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
1000.0,
|
||||
1000.0,
|
||||
1000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
}
|
||||
],
|
||||
"materials": [],
|
||||
"sections": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "W12x40",
|
||||
"type": "ElasticSection",
|
||||
"E": 200000000000.0,
|
||||
"A": 0.0076,
|
||||
"Iz": 0.0002,
|
||||
"Iy": 4.5e-05,
|
||||
"G": 80000000000.0,
|
||||
"J": 8.5e-07
|
||||
}
|
||||
],
|
||||
"elements": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "E1",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
1,
|
||||
2
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "E2",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
2,
|
||||
3
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "E3",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
3,
|
||||
4
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 4,
|
||||
"name": "E4",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
4,
|
||||
5
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 5,
|
||||
"name": "E5",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
5,
|
||||
6
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
}
|
||||
],
|
||||
"time_series": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Ramp",
|
||||
"type": "Linear",
|
||||
"factor": 1.0
|
||||
}
|
||||
],
|
||||
"load_patterns": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "TipLoad",
|
||||
"type": "Plain",
|
||||
"time_series_id": 1,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 6,
|
||||
"forces": [
|
||||
0.0,
|
||||
-10000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "UniformLoad",
|
||||
"type": "Plain",
|
||||
"time_series_id": 1,
|
||||
"nodal_loads": [],
|
||||
"element_loads": [
|
||||
{
|
||||
"element_id": 1,
|
||||
"wy": -2000.0,
|
||||
"wz": 0.0,
|
||||
"wx": 0.0
|
||||
},
|
||||
{
|
||||
"element_id": 2,
|
||||
"wy": -2000.0,
|
||||
"wz": 0.0,
|
||||
"wx": 0.0
|
||||
},
|
||||
{
|
||||
"element_id": 3,
|
||||
"wy": -2000.0,
|
||||
"wz": 0.0,
|
||||
"wx": 0.0
|
||||
},
|
||||
{
|
||||
"element_id": 4,
|
||||
"wy": -2000.0,
|
||||
"wz": 0.0,
|
||||
"wx": 0.0
|
||||
},
|
||||
{
|
||||
"element_id": 5,
|
||||
"wy": -2000.0,
|
||||
"wz": 0.0,
|
||||
"wx": 0.0
|
||||
}
|
||||
]
|
||||
}
|
||||
],
|
||||
"spectra": [],
|
||||
"analyses": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Tip-Load",
|
||||
"type": "Static",
|
||||
"pattern_ids": [
|
||||
1
|
||||
],
|
||||
"n_steps": 1,
|
||||
"load_factor_increment": 1.0,
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Plain",
|
||||
"integrator": "LoadControl",
|
||||
"algorithm": "Linear",
|
||||
"test": "NormDispIncr",
|
||||
"tolerance": 1e-08,
|
||||
"max_iter": 25
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Uniform-Load",
|
||||
"type": "Static",
|
||||
"pattern_ids": [
|
||||
2
|
||||
],
|
||||
"n_steps": 1,
|
||||
"load_factor_increment": 1.0,
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Plain",
|
||||
"integrator": "LoadControl",
|
||||
"algorithm": "Linear",
|
||||
"test": "NormDispIncr",
|
||||
"tolerance": 1e-08,
|
||||
"max_iter": 25
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Modal-3",
|
||||
"type": "Modal",
|
||||
"n_modes": 3,
|
||||
"solver": "genBandArpack"
|
||||
}
|
||||
]
|
||||
}
|
||||
121
examples/cantilever.py
Normal file
121
examples/cantilever.py
Normal file
|
|
@ -0,0 +1,121 @@
|
|||
"""Cantilever beam example — ideal for showing force diagrams.
|
||||
|
||||
A 5 m horizontal cantilever fixed at the left end, with a point load
|
||||
at the tip and a distributed-equivalent set of nodal loads along the
|
||||
span. Pure bending response makes for instantly recognisable N/V/M
|
||||
diagrams.
|
||||
|
||||
Run from the repository root:
|
||||
|
||||
python examples/cantilever.py
|
||||
|
||||
Produces ``examples/cantilever.osmodel``.
|
||||
Open in the GUI, run "Tip-Load" Static case, then:
|
||||
|
||||
Display → Show Force Diagram → V2 (shear) → constant within each segment
|
||||
Display → Show Force Diagram → M3 (moment) → linear, max at the fixed end
|
||||
Display → Show Deformed Shape → classic cantilever curve
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
|
||||
from otko.core import (
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
LinearTimeSeries,
|
||||
ModalCase,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
StaticCase,
|
||||
UniformElementLoad,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project
|
||||
|
||||
|
||||
def build_cantilever() -> Project:
|
||||
"""5 m cantilever discretised into 5 elements (1 m each)."""
|
||||
n_segments = 5
|
||||
seg_len = 1.0
|
||||
nodes = []
|
||||
for i in range(n_segments + 1):
|
||||
x = i * seg_len
|
||||
restraint = (True,) * 6 if i == 0 else (False,) * 6
|
||||
# Lump some mass at every free node so modal works too.
|
||||
mass = (1000.0, 1000.0, 1000.0, 0.0, 0.0, 0.0) if i > 0 else (0.0,) * 6
|
||||
nodes.append(Node(id=i + 1, name=f"N{i+1}",
|
||||
coords=(x, 0.0, 0.0), restraint=restraint, mass=mass))
|
||||
|
||||
elements = [
|
||||
ElasticBeamColumn(id=i + 1, name=f"E{i+1}",
|
||||
nodes=(i + 1, i + 2), section_id=1)
|
||||
for i in range(n_segments)
|
||||
]
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(name="Cantilever", author="Ozan", units=UnitSystem.SI_M_N),
|
||||
ndm=3, ndf=6,
|
||||
nodes=nodes,
|
||||
sections=[
|
||||
ElasticSection(
|
||||
id=1, name="W12x40",
|
||||
E=200e9, A=0.0076,
|
||||
Iz=2.0e-4, Iy=4.5e-5,
|
||||
G=80e9, J=8.5e-7,
|
||||
),
|
||||
],
|
||||
elements=elements,
|
||||
time_series=[LinearTimeSeries(id=1, name="Ramp")],
|
||||
load_patterns=[
|
||||
# Tip horizontal load (y) of 10 kN — this produces shear V2
|
||||
# and moment M3 about the strong axis, the conventional 2D
|
||||
# "in-plane bending" components.
|
||||
PlainLoadPattern(
|
||||
id=1, name="TipLoad",
|
||||
time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=n_segments + 1,
|
||||
forces=(0.0, -10_000.0, 0.0, 0, 0, 0)),
|
||||
],
|
||||
),
|
||||
# Uniform distributed load wy = -2 kN/m along every element.
|
||||
# Produces parabolic moment diagram, max at fixed end
|
||||
# (M_max = q·L²/2 = 2·5²/2 = 25 kN·m).
|
||||
PlainLoadPattern(
|
||||
id=2, name="UniformLoad",
|
||||
time_series_id=1,
|
||||
element_loads=[
|
||||
UniformElementLoad(element_id=i + 1, wy=-2_000.0)
|
||||
for i in range(n_segments)
|
||||
],
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(id=1, name="Tip-Load", pattern_ids=[1]),
|
||||
StaticCase(id=2, name="Uniform-Load", pattern_ids=[2]),
|
||||
ModalCase(id=3, name="Modal-3", n_modes=3),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_cantilever()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}' — {len(project.nodes)} nodes, "
|
||||
f"{len(project.elements)} elements, {len(project.analyses)} cases.")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
275
examples/concrete04_cantilever.osmodel
Normal file
275
examples/concrete04_cantilever.osmodel
Normal file
|
|
@ -0,0 +1,275 @@
|
|||
{
|
||||
"schema_version": 1,
|
||||
"meta": {
|
||||
"name": "Concrete04 Cantilever",
|
||||
"description": "Single RC column cantilever using Concrete04 (Popovics) fiber section. Demonstrates the Concrete04 material end-to-end: schema → model → runner → results.",
|
||||
"author": "",
|
||||
"units": "SI (m, N, kg, s, Pa)"
|
||||
},
|
||||
"ndm": 2,
|
||||
"ndf": 3,
|
||||
"coord_systems": [
|
||||
{
|
||||
"name": "Global",
|
||||
"coord": {
|
||||
"origin": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"rotation_deg": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
"grid": {
|
||||
"x_grid_lines": [],
|
||||
"y_grid_lines": [],
|
||||
"z_grid_lines": [],
|
||||
"visible": true,
|
||||
"is_general": false,
|
||||
"hide_all": false,
|
||||
"glue_to_grid": false,
|
||||
"bubble_size": 20
|
||||
}
|
||||
}
|
||||
],
|
||||
"nodes": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Base",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Top",
|
||||
"coords": [
|
||||
0.0,
|
||||
3.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
}
|
||||
],
|
||||
"materials": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "C30-Popovics",
|
||||
"type": "Concrete04",
|
||||
"fpc": -30000000.0,
|
||||
"epsc0": -0.002,
|
||||
"epscu": -0.005,
|
||||
"Ec": 25742960202.74281,
|
||||
"fct": 2200000.0,
|
||||
"et": 0.0001,
|
||||
"beta": null
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Rebar-B500",
|
||||
"type": "Steel02",
|
||||
"Fy": 420000000.0,
|
||||
"E0": 200000000000.0,
|
||||
"b": 0.01,
|
||||
"R0": 18.0,
|
||||
"cR1": 0.925,
|
||||
"cR2": 0.15
|
||||
}
|
||||
],
|
||||
"sections": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "RC-Fiber-C04",
|
||||
"type": "FiberSection",
|
||||
"GJ": null,
|
||||
"patches": [
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 1,
|
||||
"n_fib_y": 8,
|
||||
"n_fib_z": 4,
|
||||
"y_i": -0.15,
|
||||
"z_i": -0.15,
|
||||
"y_j": 0.15,
|
||||
"z_j": 0.15
|
||||
}
|
||||
],
|
||||
"layers": [
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 2,
|
||||
"n_bars": 4,
|
||||
"bar_area": 0.000314,
|
||||
"y_start": -0.12,
|
||||
"z_start": 0.12,
|
||||
"y_end": -0.12,
|
||||
"z_end": -0.12
|
||||
},
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 2,
|
||||
"n_bars": 4,
|
||||
"bar_area": 0.000314,
|
||||
"y_start": 0.12,
|
||||
"z_start": 0.12,
|
||||
"y_end": 0.12,
|
||||
"z_end": -0.12
|
||||
}
|
||||
],
|
||||
"fibres": []
|
||||
}
|
||||
],
|
||||
"elements": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Column",
|
||||
"type": "ForceBeamColumn",
|
||||
"nodes": [
|
||||
1,
|
||||
2
|
||||
],
|
||||
"section_id": 1,
|
||||
"integration_points": 5,
|
||||
"geom_transf": "Linear",
|
||||
"max_iter": 10,
|
||||
"tolerance": 1e-12
|
||||
}
|
||||
],
|
||||
"mp_constraints": [],
|
||||
"time_series": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Gravity",
|
||||
"type": "Linear",
|
||||
"factor": 1.0
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Lateral",
|
||||
"type": "Linear",
|
||||
"factor": 1.0
|
||||
}
|
||||
],
|
||||
"load_patterns": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Gravity",
|
||||
"type": "Plain",
|
||||
"time_series_id": 1,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 2,
|
||||
"forces": [
|
||||
0.0,
|
||||
-300000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Pushover-X",
|
||||
"type": "Plain",
|
||||
"time_series_id": 2,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 2,
|
||||
"forces": [
|
||||
50000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
}
|
||||
],
|
||||
"spectra": [],
|
||||
"analyses": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Gravity",
|
||||
"type": "Static",
|
||||
"pattern_ids": [
|
||||
1
|
||||
],
|
||||
"n_steps": 10,
|
||||
"load_factor_increment": 0.1,
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Plain",
|
||||
"integrator": "LoadControl",
|
||||
"algorithm": "Newton",
|
||||
"test": "NormDispIncr",
|
||||
"tolerance": 1e-08,
|
||||
"max_iter": 10
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Push-X",
|
||||
"type": "Pushover",
|
||||
"pattern_ids": [
|
||||
2
|
||||
],
|
||||
"control_node": 2,
|
||||
"control_dof": 1,
|
||||
"target_disp": 0.15000000000000002,
|
||||
"step_size": 0.003,
|
||||
"base_nodes": [
|
||||
1
|
||||
],
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Plain",
|
||||
"algorithm": "Newton",
|
||||
"test": "EnergyIncr",
|
||||
"tolerance": 1e-08,
|
||||
"max_iter": 10,
|
||||
"preload_case_ids": [
|
||||
1
|
||||
]
|
||||
}
|
||||
]
|
||||
}
|
||||
215
examples/concrete04_cantilever.py
Normal file
215
examples/concrete04_cantilever.py
Normal file
|
|
@ -0,0 +1,215 @@
|
|||
"""Concrete04 (Popovics) fiber-section cantilever.
|
||||
|
||||
A single reinforced-concrete column cantilever using Concrete04 as the
|
||||
fiber material, mirroring the ex2c_canti2d_inelastic_fiber_section example
|
||||
but with Popovics concrete in place of Kent-Scott-Park (Concrete02).
|
||||
|
||||
Run from the repository root:
|
||||
|
||||
python examples/concrete04_cantilever.py
|
||||
|
||||
Produces ``examples/concrete04_cantilever.osmodel``.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
import math
|
||||
import sys
|
||||
from pathlib import Path
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
|
||||
from otko.core import ( # noqa: E402
|
||||
Concrete04,
|
||||
FiberSection,
|
||||
ForceBeamColumn,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
PushoverCase,
|
||||
RectangularPatch,
|
||||
StaticCase,
|
||||
Steel02,
|
||||
StraightLayer,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
|
||||
# ── Section geometry (SI units: m, N, Pa) ─────────────────────────────────────
|
||||
L_COL = 3.0 # column height [m]
|
||||
B_COL = 0.30 # section width [m]
|
||||
H_COL = 0.30 # section depth [m]
|
||||
COVER = 0.03 # clear cover [m]
|
||||
|
||||
# ── Material parameters (SI) ───────────────────────────────────────────────────
|
||||
FC = -30e6 # peak compressive strength [Pa] (negative)
|
||||
EPSC0 = -0.002 # strain at peak
|
||||
EPSCU = -0.005 # ultimate compressive strain
|
||||
# Initial tangent: Ec = 4700 * sqrt(|fc| / 1e6) MPa (ACI 318 formula, SI)
|
||||
EC = 4700.0 * math.sqrt(abs(FC) / 1e6) * 1e6 # ≈ 25.74 GPa
|
||||
|
||||
FCT = 2.2e6 # tensile strength [Pa]
|
||||
ET = 1e-4 # ultimate tensile strain
|
||||
|
||||
FY = 420e6 # rebar yield stress [Pa]
|
||||
ES = 200e9 # rebar elastic modulus [Pa]
|
||||
BS = 0.01 # strain-hardening ratio
|
||||
|
||||
NUM_INT_PTS = 5
|
||||
N_BARS = 4
|
||||
BAR_AREA = 314e-6 # m² (≈ 20 mm diameter rebar)
|
||||
|
||||
P_GRAVITY = -300e3 # gravity axial load [N] (negative = compressive)
|
||||
H_LOAD = 50e3 # lateral load at tip [N]
|
||||
|
||||
N_GRAVITY = 10
|
||||
GRAVITY_STEP = 1.0 / N_GRAVITY
|
||||
|
||||
PUSH_TARGET = 0.05 * L_COL # [m]
|
||||
PUSH_STEP = 0.001 * L_COL # [m]
|
||||
|
||||
|
||||
def build_concrete04_cantilever() -> Project:
|
||||
core_y = H_COL / 2.0 - COVER
|
||||
core_z = B_COL / 2.0 - COVER
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="Concrete04 Cantilever",
|
||||
description=(
|
||||
"Single RC column cantilever using Concrete04 (Popovics) "
|
||||
"fiber section. Demonstrates the Concrete04 material "
|
||||
"end-to-end: schema → model → runner → results."
|
||||
),
|
||||
units=UnitSystem.SI_M_N,
|
||||
),
|
||||
ndm=2,
|
||||
ndf=3,
|
||||
nodes=[
|
||||
Node(
|
||||
id=1, name="Base",
|
||||
coords=(0.0, 0.0, 0.0),
|
||||
restraint=(True, True, True, False, False, False),
|
||||
),
|
||||
Node(id=2, name="Top", coords=(0.0, L_COL, 0.0)),
|
||||
],
|
||||
materials=[
|
||||
Concrete04(
|
||||
id=1, name="C30-Popovics",
|
||||
fpc=FC, epsc0=EPSC0, epscu=EPSCU, Ec=EC,
|
||||
fct=FCT, et=ET,
|
||||
),
|
||||
Steel02(
|
||||
id=2, name="Rebar-B500",
|
||||
Fy=FY, E0=ES, b=BS,
|
||||
),
|
||||
],
|
||||
sections=[
|
||||
FiberSection(
|
||||
id=1, name="RC-Fiber-C04",
|
||||
patches=[
|
||||
RectangularPatch(
|
||||
material_id=1,
|
||||
n_fib_y=8, n_fib_z=4,
|
||||
y_i=-H_COL / 2, z_i=-B_COL / 2,
|
||||
y_j= H_COL / 2, z_j= B_COL / 2,
|
||||
),
|
||||
],
|
||||
layers=[
|
||||
StraightLayer(
|
||||
material_id=2,
|
||||
n_bars=N_BARS, bar_area=BAR_AREA,
|
||||
y_start=-core_y, z_start= core_z,
|
||||
y_end =-core_y, z_end =-core_z,
|
||||
),
|
||||
StraightLayer(
|
||||
material_id=2,
|
||||
n_bars=N_BARS, bar_area=BAR_AREA,
|
||||
y_start= core_y, z_start= core_z,
|
||||
y_end = core_y, z_end =-core_z,
|
||||
),
|
||||
],
|
||||
),
|
||||
],
|
||||
elements=[
|
||||
ForceBeamColumn(
|
||||
id=1, name="Column",
|
||||
nodes=(1, 2),
|
||||
section_id=1,
|
||||
integration_points=NUM_INT_PTS,
|
||||
geom_transf="Linear",
|
||||
),
|
||||
],
|
||||
time_series=[
|
||||
LinearTimeSeries(id=1, name="Gravity"),
|
||||
LinearTimeSeries(id=2, name="Lateral"),
|
||||
],
|
||||
load_patterns=[
|
||||
PlainLoadPattern(
|
||||
id=1, name="Gravity", time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=2, forces=(0.0, P_GRAVITY, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
),
|
||||
PlainLoadPattern(
|
||||
id=2, name="Pushover-X", time_series_id=2,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=2, forces=(H_LOAD, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(
|
||||
id=1, name="Gravity",
|
||||
pattern_ids=[1],
|
||||
n_steps=N_GRAVITY,
|
||||
load_factor_increment=GRAVITY_STEP,
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
integrator="LoadControl",
|
||||
algorithm="Newton",
|
||||
test="NormDispIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=10,
|
||||
),
|
||||
PushoverCase(
|
||||
id=2, name="Push-X",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[2],
|
||||
control_node=2,
|
||||
control_dof=1,
|
||||
target_disp=PUSH_TARGET,
|
||||
step_size=PUSH_STEP,
|
||||
base_nodes=[1],
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
algorithm="Newton",
|
||||
test="EnergyIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=10,
|
||||
),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_concrete04_cantilever()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" L={L_COL} m, BxH={B_COL}x{H_COL} m, Ec={EC/1e9:.2f} GPa")
|
||||
print(f" Gravity + pushover cases: {len(project.analyses)}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
1598
examples/data/A10000.txt
Normal file
1598
examples/data/A10000.txt
Normal file
File diff suppressed because it is too large
Load diff
800
examples/data/BM68elc.acc
Normal file
800
examples/data/BM68elc.acc
Normal file
|
|
@ -0,0 +1,800 @@
|
|||
-.1368849E-02 -.1659410E-02 -.1466880E-02 -.6865326E-03 -.6491235E-03
|
||||
-.6172128E-03 -.5942289E-03 -.5720329E-03 -.5517003E-03 -.5367939E-03
|
||||
-.5300330E-03 -.5315104E-03 -.5389920E-03 -.5492582E-03 -.5592027E-03
|
||||
-.5659958E-03 -.5672101E-03 -.5617805E-03 -.5502959E-03 -.5347288E-03
|
||||
-.5176619E-03 -.5013709E-03 -.4873454E-03 -.4763228E-03 -.4683559E-03
|
||||
-.4626830E-03 -.4579708E-03 -.4512405E-03 -.4376077E-03 -.4130071E-03
|
||||
-.3772566E-03 -.3363394E-03 -.3030926E-03 -.2926074E-03 -.3144186E-03
|
||||
-.3668375E-03 -.4373818E-03 -.5104884E-03 -.5745380E-03 -.6248976E-03
|
||||
-.6621411E-03 -.6878470E-03 -.7014600E-03 -.6985488E-03 -.6737667E-03
|
||||
-.6258232E-03 -.5616336E-03 -.4955459E-03 -.4432164E-03 -.4144737E-03
|
||||
-.4103149E-03 -.4251781E-03 -.4493034E-03 -.4742715E-03 -.4942019E-03
|
||||
-.5021476E-03 -.4907415E-03 -.4549906E-03 -.4008473E-03 -.3457893E-03
|
||||
-.3076823E-03 -.2975411E-03 -.3148410E-03 -.3469618E-03 -.3746677E-03
|
||||
-.3814194E-03 -.3598713E-03 -.3127679E-03 -.2503611E-03 -.1870004E-03
|
||||
-.1381307E-03 -.1166398E-03 -.1296596E-03 -.1730662E-03 -.2365307E-03
|
||||
-.3092055E-03 -.3795541E-03 -.4410602E-03 -.4886626E-03 -.5170590E-03
|
||||
-.5252823E-03 -.5139311E-03 -.4858098E-03 -.4459504E-03 -.3992677E-03
|
||||
-.3528575E-03 -.3119584E-03 -.2767747E-03 -.2493392E-03 -.2343354E-03
|
||||
-.2328132E-03 -.2443271E-03 -.2710242E-03 -.3142711E-03 -.3756243E-03
|
||||
-.4585760E-03 -.5641321E-03 -.6901264E-03 -.8277058E-03 -.9398496E-03
|
||||
-.9604577E-03 -.8289034E-03 -.5332316E-03 -.1380318E-03 .2342108E-03
|
||||
.4651973E-03 .5026886E-03 .3746881E-03 .1623773E-03 -.5159882E-04
|
||||
-.2224880E-03 -.3475301E-03 -.4529523E-03 -.5485990E-03 -.5963545E-03
|
||||
-.5423656E-03 -.3657646E-03 -.1048402E-03 .1563278E-03 .3291475E-03
|
||||
.3576328E-03 .2409380E-03 .2377646E-04 -.2316319E-03 -.4694656E-03
|
||||
-.6625028E-03 -.8119362E-03 -.9298628E-03 -.1028468E-02 -.1108383E-02
|
||||
-.1131224E-02 -.1020689E-02 -.7165112E-03 -.2327270E-03 .3181869E-03
|
||||
.7732246E-03 .1012043E-02 .1013671E-02 .8560355E-03 .6690806E-03
|
||||
.5646968E-03 .5919845E-03 .7377345E-03 .9490117E-03 .1157766E-02
|
||||
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|
||||
-.4621323E-02 -.4794882E-02 -.4987393E-02 -.5198910E-02 -.5387553E-02
|
||||
-.5502042E-02 -.5509470E-02 -.5372261E-02 -.5121201E-02 -.4810435E-02
|
||||
-.4475207E-02 -.4173282E-02 -.3924784E-02 -.3747185E-02 -.3661682E-02
|
||||
-.3644232E-02 -.3678184E-02 -.3736803E-02 -.3780249E-02 -.3787912E-02
|
||||
-.3723627E-02 -.3553096E-02 -.3274377E-02 -.2914601E-02 -.2510209E-02
|
||||
-.2101883E-02 -.1725180E-02 -.1395088E-02 -.1110167E-02 -.8630921E-03
|
||||
-.6677471E-03 -.5430111E-03 -.4917591E-03 -.5032961E-03 -.5512626E-03
|
||||
-.6093181E-03 -.6585218E-03 -.6917868E-03 -.7160987E-03 -.7341155E-03
|
||||
-.7577296E-03 -.7942437E-03 -.8357234E-03 -.8798277E-03 -.9201046E-03
|
||||
-.9494655E-03 -.9693090E-03 -.9821635E-03 -.9870876E-03 -.9832932E-03
|
||||
-.9688699E-03 -.9330460E-03 -.8579200E-03 -.7386728E-03 -.5812859E-03
|
||||
-.3997294E-03 -.2121420E-03 -.3243040E-04 .1293954E-03 .2772012E-03
|
||||
.4166618E-03 .5497497E-03 .6796009E-03 .8076697E-03 .9376777E-03
|
||||
.1074204E-02 .1216486E-02 .1357106E-02 .1494193E-02 .1621883E-02
|
||||
.1732130E-02 .1829667E-02 .1911760E-02 .1975442E-02 .2025713E-02
|
||||
.2061568E-02 .2084805E-02 .2099837E-02 .2107158E-02 .2109271E-02
|
||||
.2105125E-02 .2094110E-02 .2077210E-02 .2051453E-02 .2012648E-02
|
||||
.1957224E-02 .1882890E-02 .1792851E-02 .1696231E-02 .1598098E-02
|
||||
.1503724E-02 .1416341E-02 .1333911E-02 .1256371E-02 .1182076E-02
|
||||
.1109747E-02 .1040603E-02 .9743627E-03 .9119862E-03 .8541323E-03
|
||||
.7998095E-03 .7486704E-03 .7007959E-03 .6561052E-03 .6137506E-03
|
||||
.5743657E-03 .5383776E-03 .5055391E-03 .4752999E-03 .4477320E-03
|
||||
.4230737E-03 .4005037E-03 .3795673E-03 .3579860E-03 .3348679E-03
|
||||
.3105352E-03 .2860160E-03 .2652565E-03 .2503434E-03 .2422912E-03
|
||||
.2417031E-03 .2476960E-03 .2604719E-03 .2802572E-03 .3068705E-03
|
||||
.3386556E-03 .3722990E-03 .4052977E-03 .4356823E-03 .4622546E-03
|
||||
.4852438E-03 .5057260E-03 .5246352E-03 .5425639E-03 .5599601E-03
|
||||
.5767023E-03 .5925052E-03 .6072328E-03 .6208209E-03 .6330554E-03
|
||||
.6435786E-03 .6521876E-03 .6587709E-03 .6634079E-03 .6663115E-03
|
||||
.6677464E-03 .6680027E-03 .6673014E-03 .6658006E-03 .6636009E-03
|
||||
144
examples/data/EigenAnal_twoStoreyFrame1.tcl.txt
Normal file
144
examples/data/EigenAnal_twoStoreyFrame1.tcl.txt
Normal file
|
|
@ -0,0 +1,144 @@
|
|||
# Eigen analysis of a two-storey one-bay frame; Example 10.5 from "Dynamics of Structures" book by Anil Chopra
|
||||
|
||||
# units: kips, in, sec
|
||||
|
||||
# Vesna Terzic, 2010
|
||||
|
||||
#delete all previosly constructed objects
|
||||
wipe;
|
||||
|
||||
#set input variables
|
||||
#--------------------
|
||||
|
||||
#mass
|
||||
set m [expr 100.0/386.0]
|
||||
|
||||
#number of modes
|
||||
set numModes 2
|
||||
|
||||
#material
|
||||
set A 63.41
|
||||
set I 320.0
|
||||
set E 29000.0
|
||||
|
||||
#geometry
|
||||
set L 240.
|
||||
set h 120.
|
||||
|
||||
# create data directory
|
||||
file mkdir modes;
|
||||
|
||||
# define the model
|
||||
#---------------------------------
|
||||
#model builder
|
||||
model BasicBuilder -ndm 2 -ndf 3
|
||||
|
||||
# nodal coordinates:
|
||||
node 1 0. 0. ;
|
||||
node 2 $L 0. ;
|
||||
node 3 0. $h ;
|
||||
node 4 $L $h ;
|
||||
node 5 0. [expr 2*$h];
|
||||
node 6 $L [expr 2*$h];
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1;
|
||||
fix 2 1 1 1;
|
||||
|
||||
# assign mass
|
||||
mass 3 $m 0. 0. ;
|
||||
mass 4 $m 0. 0. ;
|
||||
mass 5 [expr $m/2.] 0. 0. ;
|
||||
mass 6 [expr $m/2.] 0. 0. ;
|
||||
|
||||
# define geometric transformation:
|
||||
set TransfTag 1;
|
||||
geomTransf Linear $TransfTag ;
|
||||
|
||||
# define elements:
|
||||
# columns
|
||||
element elasticBeamColumn 1 1 3 $A $E [expr 2.*$I] $TransfTag;
|
||||
element elasticBeamColumn 2 3 5 $A $E $I $TransfTag;
|
||||
element elasticBeamColumn 3 2 4 $A $E [expr 2.*$I] $TransfTag;
|
||||
element elasticBeamColumn 4 4 6 $A $E $I $TransfTag;
|
||||
# beams
|
||||
element elasticBeamColumn 5 3 4 $A $E [expr 2.*$I] $TransfTag;
|
||||
element elasticBeamColumn 6 5 6 $A $E $I $TransfTag;
|
||||
|
||||
# record eigenvectors
|
||||
#----------------------
|
||||
for { set k 1 } { $k <= $numModes } { incr k } {
|
||||
recorder Node -file [format "modes/mode%i.out" $k] -nodeRange 1 6 -dof 1 2 3 "eigen $k"
|
||||
}
|
||||
|
||||
# perform eigen analysis
|
||||
#-----------------------------
|
||||
set lambda [eigen $numModes];
|
||||
|
||||
# calculate frequencies and periods of the structure
|
||||
#---------------------------------------------------
|
||||
set omega {}
|
||||
set f {}
|
||||
set T {}
|
||||
set pi 3.141593
|
||||
|
||||
foreach lam $lambda {
|
||||
lappend omega [expr sqrt($lam)]
|
||||
lappend f [expr sqrt($lam)/(2*$pi)]
|
||||
lappend T [expr (2*$pi)/sqrt($lam)]
|
||||
}
|
||||
|
||||
puts "periods are $T"
|
||||
|
||||
# write the output file cosisting of periods
|
||||
#--------------------------------------------
|
||||
set period "modes/Periods.txt"
|
||||
set Periods [open $period "w"]
|
||||
foreach t $T {
|
||||
puts $Periods " $t"
|
||||
}
|
||||
close $Periods
|
||||
|
||||
# record the eigenvectors
|
||||
#------------------------
|
||||
record
|
||||
|
||||
# create display for mode shapes
|
||||
#---------------------------------
|
||||
# $windowTitle $xLoc $yLoc $xPixels $yPixels
|
||||
recorder display "Mode Shape 1" 10 10 500 500 -wipe
|
||||
prp $h $h 1; # projection reference point (prp); defines the center of projection (viewer eye)
|
||||
vup 0 1 0; # view-up vector (vup)
|
||||
vpn 0 0 1; # view-plane normal (vpn)
|
||||
viewWindow -200 200 -200 200; # coordiantes of the window relative to prp
|
||||
display -1 5 20; # the 1st arg. is the tag for display mode (ex. -1 is for the first mode shape)
|
||||
# the 2nd arg. is magnification factor for nodes, the 3rd arg. is magnif. factor of deformed shape
|
||||
recorder display "Mode Shape 2" 10 510 500 500 -wipe
|
||||
prp $h $h 1;
|
||||
vup 0 1 0;
|
||||
vpn 0 0 1;
|
||||
viewWindow -200 200 -200 200
|
||||
display -2 5 20
|
||||
|
||||
# get values of eigenvectors for translational DOFs
|
||||
#---------------------------------------------------
|
||||
set f11 [nodeEigenvector 3 1 1]
|
||||
set f21 [nodeEigenvector 5 1 1]
|
||||
set f12 [nodeEigenvector 3 2 1]
|
||||
set f22 [nodeEigenvector 5 2 1]
|
||||
puts "eigenvector 1: [list [expr {$f11/$f21}] [expr {$f21/$f21}] ]"
|
||||
puts "eigenvector 2: [list [expr {$f12/$f22}] [expr {$f22/$f22}] ]"
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
167
examples/data/EigenAnal_twoStoreyShearFrame7.tcl.txt
Normal file
167
examples/data/EigenAnal_twoStoreyShearFrame7.tcl.txt
Normal file
|
|
@ -0,0 +1,167 @@
|
|||
# Eigen analysis of a two-storey shear frame; Example 10.4 from "Dynamics of Structures" book by Anil Chopra - using equalDOF and very high Ib
|
||||
|
||||
# units: in, kips
|
||||
|
||||
wipe
|
||||
|
||||
#input
|
||||
set m [expr 100.0/386.0]
|
||||
set numModes 2
|
||||
|
||||
#material
|
||||
set Ac 63.41
|
||||
set Ic 320.0
|
||||
set E 30000.0
|
||||
set Ib 10e+12
|
||||
set Ab 63.41
|
||||
|
||||
#geometry
|
||||
set L 288.
|
||||
set h 144.
|
||||
|
||||
# create data directory
|
||||
file mkdir modes;
|
||||
|
||||
# define the model
|
||||
#---------------------------------
|
||||
#model builder
|
||||
model BasicBuilder -ndm 2 -ndf 3
|
||||
|
||||
# nodal coordinates:
|
||||
node 1 0. 0. ;
|
||||
node 2 $L 0. ;
|
||||
node 3 0. $h ;
|
||||
node 4 $L $h ;
|
||||
node 5 0. [expr 2*$h];
|
||||
node 6 $L [expr 2*$h];
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1;
|
||||
fix 2 1 1 1;
|
||||
|
||||
# MP constraints
|
||||
equalDOF 3 4 2 3
|
||||
equalDOF 5 6 2 3
|
||||
|
||||
# assign mass
|
||||
mass 3 $m 0. 0. ;
|
||||
mass 4 $m 0. 0. ;
|
||||
mass 5 [expr $m/2.] 0. 0. ;
|
||||
mass 6 [expr $m/2.] 0. 0. ;
|
||||
|
||||
# define geometric transformation:
|
||||
set TransfTag 1;
|
||||
geomTransf Linear $TransfTag ;
|
||||
|
||||
# define elements:
|
||||
# columns
|
||||
element elasticBeamColumn 1 1 3 $Ac $E [expr 2.*$Ic] $TransfTag;
|
||||
element elasticBeamColumn 2 3 5 $Ac $E $Ic $TransfTag;
|
||||
element elasticBeamColumn 3 2 4 $Ac $E [expr 2.*$Ic] $TransfTag;
|
||||
element elasticBeamColumn 4 4 6 $Ac $E $Ic $TransfTag;
|
||||
# beams
|
||||
element elasticBeamColumn 5 3 4 $Ab $E $Ib $TransfTag;
|
||||
element elasticBeamColumn 6 5 6 $Ab $E $Ib $TransfTag;
|
||||
|
||||
# record eigenvectors
|
||||
#----------------------
|
||||
for { set k 1 } { $k <= $numModes } { incr k } {
|
||||
recorder Node -file [format "modes/mode%i.out" $k] -nodeRange 1 6 -dof 1 2 3 "eigen $k"
|
||||
}
|
||||
|
||||
# perform eigen analysis
|
||||
#-----------------------------
|
||||
set lambda [eigen $numModes];
|
||||
|
||||
# calculate frequencies and periods of the structure
|
||||
#---------------------------------------------------
|
||||
set omega {}
|
||||
set f {}
|
||||
set T {}
|
||||
set pi 3.141593
|
||||
|
||||
foreach lam $lambda {
|
||||
lappend omega [expr sqrt($lam)]
|
||||
lappend f [expr sqrt($lam)/(2*$pi)]
|
||||
lappend T [expr (2*$pi)/sqrt($lam)]
|
||||
}
|
||||
|
||||
puts "periods are $T"
|
||||
|
||||
# write the output file cosisting of periods
|
||||
#--------------------------------------------
|
||||
set period "modes/Periods.txt"
|
||||
set Periods [open $period "w"]
|
||||
foreach t $T {
|
||||
puts $Periods " $t"
|
||||
}
|
||||
close $Periods
|
||||
|
||||
|
||||
# create display for mode shapes
|
||||
#---------------------------------
|
||||
# $windowTitle $xLoc $yLoc $xPixels $yPixels
|
||||
recorder display "Mode Shape 1" 10 10 500 500 -wipe
|
||||
prp $h $h 1; # projection reference point (prp); defines the center of projection (viewer eye)
|
||||
vup 0 1 0; # view-up vector (vup)
|
||||
vpn 0 0 1; # view-plane normal (vpn)
|
||||
viewWindow -200 200 -200 200; # coordiantes of the window relative to prp
|
||||
display -1 5 20; # the 1st arg. is the tag for display mode (ex. -1 is for the first mode shape)
|
||||
# the 2nd arg. is magnification factor for nodes, the 3rd arg. is magnif. factor of deformed shape
|
||||
recorder display "Mode Shape 2" 10 510 500 500 -wipe
|
||||
prp $h $h 1;
|
||||
vup 0 1 0;
|
||||
vpn 0 0 1;
|
||||
viewWindow -200 200 -200 200
|
||||
display -2 5 20
|
||||
|
||||
|
||||
# Run a one step gravity load with no loading (to record eigenvectors)
|
||||
#-----------------------------------------------------------------------
|
||||
integrator LoadControl 0 1 0 0
|
||||
|
||||
# Convergence test
|
||||
# tolerance maxIter displayCode
|
||||
test EnergyIncr 1.0e-10 100 0
|
||||
|
||||
# Solution algorithm
|
||||
algorithm Newton
|
||||
|
||||
# DOF numberer
|
||||
numberer RCM
|
||||
|
||||
# Constraint handler
|
||||
constraints Transformation
|
||||
|
||||
|
||||
# System of equations solver
|
||||
system ProfileSPD
|
||||
|
||||
analysis Static
|
||||
set res [analyze 1]
|
||||
if {$res < 0} {
|
||||
puts "Modal analysis failed"
|
||||
}
|
||||
|
||||
# get values of eigenvectors for translational DOFs
|
||||
#---------------------------------------------------
|
||||
set f11 [nodeEigenvector 3 1 1]
|
||||
set f21 [nodeEigenvector 5 1 1]
|
||||
set f12 [nodeEigenvector 3 2 1]
|
||||
set f22 [nodeEigenvector 5 2 1]
|
||||
puts "eigenvector 1: [list [expr {$f11/$f21}] [expr {$f21/$f21}] ]"
|
||||
puts "eigenvector 2: [list [expr {$f12/$f22}] [expr {$f22/$f22}] ]"
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
|
||||
95
examples/data/Ex1a.Canti2D.EQ.modif.tcl.txt
Normal file
95
examples/data/Ex1a.Canti2D.EQ.modif.tcl.txt
Normal file
|
|
@ -0,0 +1,95 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 1. cantilever 2D
|
||||
# EQ ground motion with gravity
|
||||
# all units are in kip, inch, second
|
||||
# elasticBeamColumn ELEMENT
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 2 __
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# (1) 36'
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# =1= ---- -------->X
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
wipe; # clear opensees model
|
||||
model basic -ndm 2 -ndf 3; # 2 dimensions, 3 dof per node
|
||||
file mkdir data; # create data directory
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
# nodal coordinates:
|
||||
node 1 0. 0.; # node#, X Y
|
||||
node 2 0. 432.
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1; # node DX DY RZ
|
||||
|
||||
# nodal masses:
|
||||
mass 2 5.18 0. 0.; # node#, Mx My Mz, Mass=Weight/g.
|
||||
|
||||
# Define ELEMENTS -------------------------------------------------------------
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
geomTransf Linear 1; # associate a tag to transformation
|
||||
|
||||
# connectivity:
|
||||
element elasticBeamColumn 1 1 2 3600 3225 1080000 1; # element elasticBeamColumn $eleTag $iNode $jNode $A $E $Iz $transfTag
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file Data/DFree.out -time -node 2 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file Data/RBase.out -time -node 1 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file Data/Drift.out -time -iNode 1 -jNode 2 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file Data/FCol.out -time -ele 1 force; # element forces -- column
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
timeSeries Linear 1
|
||||
pattern Plain 1 1 {
|
||||
load 2 0. -2000. 0.; # node#, FX FY MZ -- superstructure-weight
|
||||
}
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
algorithm Linear; # use Linear algorithm for linear analysis
|
||||
integrator LoadControl 0.1; # determine the next time step for an analysis, # apply gravity in 10 steps
|
||||
analysis Static # define type of analysis static or transient
|
||||
analyze 10; # perform gravity analysis
|
||||
loadConst -time 0.0; # hold gravity constant and restart time
|
||||
|
||||
# DYNAMIC ground-motion analysis -------------------------------------------------------------
|
||||
# create load pattern
|
||||
set G 386
|
||||
timeSeries Path 2 -dt 0.005 -filePath A10000.tcl -factor $G; # define acceleration vector from file (dt=0.005 is associated with the input file gm)
|
||||
pattern UniformExcitation 2 1 -accel 2; # define where and how (pattern tag, dof) acceleration is applied
|
||||
|
||||
# set damping based on first eigen mode
|
||||
set freq [expr [eigen -fullGenLapack 1]**0.5]
|
||||
set dampRatio 0.02
|
||||
rayleigh 0. 0. 0. [expr 2*$dampRatio/$freq]
|
||||
|
||||
# display displacement shape of the column
|
||||
recorder display "Displaced shape" 10 10 500 500 -wipe
|
||||
prp 200. 50. 1;
|
||||
vup 0 1 0;
|
||||
vpn 0 0 1;
|
||||
display 1 5 40
|
||||
|
||||
# create the analysis
|
||||
wipeAnalysis; # clear previously-define analysis parameters
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
algorithm Linear # use Linear algorithm for linear analysis
|
||||
integrator Newmark 0.5 0.25 ; # determine the next time step for an analysis
|
||||
analysis Transient; # define type of analysis: time-dependent
|
||||
analyze 3995 0.01; # apply 3995 0.01-sec time steps in analysis
|
||||
|
||||
|
||||
puts "Done!"
|
||||
wipe
|
||||
|
||||
86
examples/data/Ex1a.Canti2D.EQ.tcl.txt
Normal file
86
examples/data/Ex1a.Canti2D.EQ.tcl.txt
Normal file
|
|
@ -0,0 +1,86 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 1. cantilever 2D
|
||||
# EQ ground motion with gravity
|
||||
# all units are in kip, inch, second
|
||||
# elasticBeamColumn ELEMENT
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 2 __
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# (1) 36'
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# =1= ---- -------->X
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
wipe; # clear opensees model
|
||||
model basic -ndm 2 -ndf 3; # 2 dimensions, 3 dof per node
|
||||
file mkdir Data; # create data directory
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X Y
|
||||
node 2 0 432
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1; # node DX DY RZ
|
||||
|
||||
# nodal masses:
|
||||
mass 2 5.18 1.e-9 0.; # node#, Mx My Mz, Mass=Weight/g.
|
||||
|
||||
# Define ELEMENTS -------------------------------------------------------------
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
geomTransf Linear 1; # associate a tag to transformation
|
||||
|
||||
# connectivity: (make A very large, 10e6 times its actual value)
|
||||
element elasticBeamColumn 1 1 2 3600000000 4227 1080000 1; # element elasticBeamColumn $eleTag $iNode $jNode $A $E $Iz $transfTag
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file Data/DFree.out -time -node 2 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file Data/DBase.out -time -node 1 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file Data/RBase.out -time -node 1 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file Data/Drift.out -time -iNode 1 -jNode 2 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file Data/FCol.out -time -ele 1 globalForce; # element forces -- column
|
||||
recorder Element -file Data/DCol.out -time -ele 1 deformations; # element deformations -- column
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
pattern Plain 1 Linear {
|
||||
load 2 0. -2000. 0.; # node#, FX FY MZ -- superstructure-weight
|
||||
}
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr 1.0e-8 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
integrator LoadControl 0.1; # determine the next time step for an analysis, # apply gravity in 10 steps
|
||||
analysis Static # define type of analysis static or transient
|
||||
analyze 10; # perform gravity analysis
|
||||
loadConst -time 0.0; # hold gravity constant and restart time
|
||||
|
||||
# DYNAMIC ground-motion analysis -------------------------------------------------------------
|
||||
# create load pattern
|
||||
set accelSeries "Series -dt 0.01 -filePath BM68elc.acc -factor 1"; # define acceleration vector from file (dt=0.01 is associated with the input file gm)
|
||||
pattern UniformExcitation 2 1 -accel $accelSeries; # define where and how (pattern tag, dof) acceleration is applied
|
||||
rayleigh 0. 0. 0. [expr 2*0.02/pow([eigen 1],0.5)]; # set damping based on first eigen mode
|
||||
|
||||
# create the analysis
|
||||
wipeAnalysis; # clear previously-define analysis parameters
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr 1.0e-8 10; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
integrator Newmark 0.5 0.25 ; # determine the next time step for an analysis
|
||||
analysis Transient; # define type of analysis: time-dependent
|
||||
analyze 1000 0.02; # apply 1000 0.02-sec time steps in analysis
|
||||
|
||||
|
||||
puts "Done!"
|
||||
|
||||
|
||||
80
examples/data/Ex1a.Canti2D.Push.tcl.txt
Normal file
80
examples/data/Ex1a.Canti2D.Push.tcl.txt
Normal file
|
|
@ -0,0 +1,80 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 1. cantilever 2D
|
||||
# static pushover analysis with gravity.
|
||||
# all units are in kip, inch, second
|
||||
# elasticBeamColumn ELEMENT
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 2 __
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# (1) 36'
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# =1= ---- -------->X
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
wipe; # clear opensees model
|
||||
model basic -ndm 2 -ndf 3; # 2 dimensions, 3 dof per node
|
||||
file mkdir Data; # create data directory
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X Y
|
||||
node 2 0 432
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1; # node DX DY RZ
|
||||
|
||||
# nodal masses:
|
||||
mass 2 5.18 0. 0.; # node#, Mx My Mz, Mass=Weight/g.
|
||||
|
||||
# Define ELEMENTS -------------------------------------------------------------
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
geomTransf Linear 1; # associate a tag to transformation
|
||||
|
||||
# connectivity: (make A very large, 10e6 times its actual value)
|
||||
element elasticBeamColumn 1 1 2 3600000000 4227 1080000 1; # element elasticBeamColumn $eleTag $iNode $jNode $A $E $Iz $transfTag
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file Data/DFree.out -time -node 2 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file Data/DBase.out -time -node 1 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file Data/RBase.out -time -node 1 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file Data/Drift.out -time -iNode 1 -jNode 2 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file Data/FCol.out -time -ele 1 globalForce; # element forces -- column
|
||||
recorder Element -file Data/DCol.out -time -ele 1 deformation; # element deformations -- column
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
pattern Plain 1 Linear {
|
||||
load 2 0. -2000. 0.; # node#, FX FY MZ -- superstructure-weight
|
||||
}
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr 1.0e-8 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
integrator LoadControl 0.1; # determine the next time step for an analysis, # apply gravity in 10 steps
|
||||
analysis Static # define type of analysis static or transient
|
||||
analyze 10; # perform gravity analysis
|
||||
loadConst -time 0.0; # hold gravity constant and restart time
|
||||
|
||||
# define LATERAL load -------------------------------------------------------------
|
||||
# Lateral load pattern
|
||||
pattern Plain 2 Linear {
|
||||
load 2 2000. 0.0 0.0; # node#, FX FY MZ -- representative lateral load at top node
|
||||
}
|
||||
|
||||
# pushover: diplacement controlled static analysis
|
||||
integrator DisplacementControl 2 1 0.1; # switch to displacement control, for node 11, dof 1, 0.1 increment
|
||||
analyze 1000; # apply 100 steps of pushover analysis to a displacement of 10
|
||||
|
||||
puts "Done!"
|
||||
|
||||
|
||||
|
||||
|
||||
95
examples/data/Ex1b.Portal2D.EQ.tcl.txt
Normal file
95
examples/data/Ex1b.Portal2D.EQ.tcl.txt
Normal file
|
|
@ -0,0 +1,95 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 1. portal frame in 2D
|
||||
# dynamic earthquake analysis of Portal Frame, with gravity.
|
||||
# all units are in kip, inch, second
|
||||
# elasticBeamColumn ELEMENT
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 3_________(3)________4 __
|
||||
# | | |
|
||||
# | | |
|
||||
# | | |
|
||||
# (1) (2) LCol
|
||||
# | | |
|
||||
# | | |
|
||||
# | | |
|
||||
# =1= =2= _|_ -------->X
|
||||
# |----------LBeam------------|
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
wipe; # clear opensees model
|
||||
model basic -ndm 2 -ndf 3; # 2 dimensions, 3 dof per node
|
||||
file mkdir Data; # create data directory
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X Y
|
||||
node 2 504 0
|
||||
node 3 0 432
|
||||
node 4 504 432
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1; # node DX DY RZ
|
||||
fix 2 1 1 1; # node DX DY RZ
|
||||
fix 3 0 0 0
|
||||
fix 4 0 0 0
|
||||
|
||||
# nodal masses:
|
||||
mass 3 5.18 0. 0.; # node#, Mx My Mz, Mass=Weight/g.
|
||||
mass 4 5.18 0. 0.
|
||||
|
||||
# Define ELEMENTS -------------------------------------------------------------
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
geomTransf Linear 1; # associate a tag to transformation
|
||||
|
||||
# connectivity: (make A very large, 10e6 times its actual value)
|
||||
element elasticBeamColumn 1 1 3 3600000000 4227 1080000 1; # element elasticBeamColumn $eleTag $iNode $jNode $A $E $Iz $transfTag
|
||||
element elasticBeamColumn 2 2 4 3600000000 4227 1080000 1
|
||||
element elasticBeamColumn 3 3 4 5760000000 4227 4423680 1
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file Data/DFree.out -time -node 3 4 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file Data/DBase.out -time -node 1 2 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file Data/RBase.out -time -node 1 2 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file Data/Drift.out -time -iNode 1 2 -jNode 3 4 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file Data/FCol.out -time -ele 1 2 globalForce; # element forces -- column
|
||||
recorder Element -file Data/FBeam.out -time -ele 3 globalForce; # element forces -- beam
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
pattern Plain 1 Linear {
|
||||
eleLoad -ele 3 -type -beamUniform -7.94 ; # distributed superstructure-weight on beam
|
||||
}
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr 1.0e-8 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
integrator LoadControl 0.1; # determine the next time step for an analysis, # apply gravity in 10 steps
|
||||
analysis Static # define type of analysis static or transient
|
||||
analyze 10; # perform gravity analysis
|
||||
loadConst -time 0.0; # hold gravity constant and restart time
|
||||
|
||||
# DYNAMIC ground-motion analysis -------------------------------------------------------------
|
||||
# create load pattern
|
||||
set accelSeries "Series -dt 0.01 -filePath BM68elc.acc -factor 1"; # define acceleration vector from file (dt=0.01 is associated with the input file gm)
|
||||
pattern UniformExcitation 2 1 -accel $accelSeries; # define where and how (pattern tag, dof) acceleration is applied
|
||||
rayleigh 0. 0. 0. [expr 2*0.02/pow([eigen 1],0.5)]; # set damping based on first eigen mode
|
||||
|
||||
# create the analysis
|
||||
wipeAnalysis; # clear previously-define analysis parameters
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr 1.0e-8 10; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
integrator Newmark 0.5 0.25 ; # determine the next time step for an analysis
|
||||
analysis Transient; # define type of analysis: time-dependent
|
||||
analyze 1000 0.02; # apply 1000 0.02-sec time steps in analysis
|
||||
|
||||
|
||||
puts "Done!"
|
||||
|
||||
|
||||
94
examples/data/Ex1b.Portal2D.Push.tcl.txt
Normal file
94
examples/data/Ex1b.Portal2D.Push.tcl.txt
Normal file
|
|
@ -0,0 +1,94 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 1. portal frame in 2D
|
||||
# static pushover analysis of Portal Frame, with gravity.
|
||||
# all units are in kip, inch, second
|
||||
# elasticBeamColumn ELEMENT
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 3_________(3)________4 __
|
||||
# | | |
|
||||
# | | |
|
||||
# | | |
|
||||
# (1) (2) LCol
|
||||
# | | |
|
||||
# | | |
|
||||
# | | |
|
||||
# =1= =2= _|_ -------->X
|
||||
# |----------LBeam------------|
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
wipe; # clear opensees model
|
||||
model basic -ndm 2 -ndf 3; # 2 dimensions, 3 dof per node
|
||||
file mkdir Data; # create data directory
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X Y
|
||||
node 2 504 0
|
||||
node 3 0 432
|
||||
node 4 504 432
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1; # node DX DY RZ
|
||||
fix 2 1 1 1; # node DX DY RZ
|
||||
fix 3 0 0 0
|
||||
fix 4 0 0 0
|
||||
|
||||
# nodal masses:
|
||||
mass 3 5.18 0. 0.; # node#, Mx My Mz, Mass=Weight/g.
|
||||
mass 4 5.18 0. 0.
|
||||
|
||||
# Define ELEMENTS -------------------------------------------------------------
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
geomTransf Linear 1; # associate a tag to transformation
|
||||
|
||||
# connectivity: (make A very large, 10e6 times its actual value)
|
||||
element elasticBeamColumn 1 1 3 3600000000 4227 1080000 1; # element elasticBeamColumn $eleTag $iNode $jNode $A $E $Iz $transfTag
|
||||
element elasticBeamColumn 2 2 4 3600000000 4227 1080000 1
|
||||
element elasticBeamColumn 3 3 4 5760000000 4227 4423680 1
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file Data/DFree.out -time -node 3 4 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file Data/DBase.out -time -node 1 2 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file Data/RBase.out -time -node 1 2 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file Data/Drift.out -time -iNode 1 2 -jNode 3 4 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file Data/FCol.out -time -ele 1 2 globalForce; # element forces -- column
|
||||
recorder Element -file Data/FBeam.out -time -ele 3 globalForce; # element forces -- beam
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
pattern Plain 1 Linear {
|
||||
eleLoad -ele 3 -type -beamUniform -7.94 ; # distributed superstructure-weight on beam
|
||||
}
|
||||
|
||||
|
||||
|
||||
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr 1.0e-8 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
integrator LoadControl 0.1; # determine the next time step for an analysis, # apply gravity in 10 steps
|
||||
analysis Static # define type of analysis static or transient
|
||||
analyze 10; # perform gravity analysis
|
||||
loadConst -time 0.0; # hold gravity constant and restart time
|
||||
|
||||
# define LATERAL load -------------------------------------------------------------
|
||||
# Lateral load pattern
|
||||
pattern Plain 2 Linear {
|
||||
load 3 2000. 0.0 0.0; # node#, FX FY MZ -- representative lateral load at top nodes
|
||||
load 4 2000. 0.0 0.0; # place 1/2 of the weight for each node to get shear coefficient
|
||||
}
|
||||
|
||||
# pushover: diplacement controlled static analysis
|
||||
integrator DisplacementControl 3 1 0.1; # switch to displacement control, for node 11, dof 1, 0.1 increment
|
||||
analyze 100; # apply 100 steps of pushover analysis to a displacement of 10
|
||||
|
||||
puts "Done!"
|
||||
|
||||
|
||||
|
||||
|
||||
231
examples/data/Ex2a.Canti2D.ElasticElement.EQ.tcl.txt
Normal file
231
examples/data/Ex2a.Canti2D.ElasticElement.EQ.tcl.txt
Normal file
|
|
@ -0,0 +1,231 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 2. 2D cantilever column, dynamic eq ground motion
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 2 __
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# (1) LCol
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# =1= _|_ -------->X
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
# units: kip, inch, sec
|
||||
wipe; # clear memory of all past model definitions
|
||||
file mkdir Data; # create data directory
|
||||
model BasicBuilder -ndm 2 -ndf 3; # Define the model builder, ndm=#dimension, ndf=#dofs
|
||||
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
set LCol 432; # column length
|
||||
set Weight 2000; # superstructure weight
|
||||
# define section geometry
|
||||
set HCol 60; # Column Depth
|
||||
set BCol 60; # Column Width
|
||||
|
||||
# calculated parameters
|
||||
set PCol $Weight; # nodal dead-load weight per column
|
||||
set g 386.4; # g.
|
||||
set Mass [expr $PCol/$g]; # nodal mass
|
||||
# calculated geometry parameters
|
||||
set ACol [expr $BCol*$HCol*1000]; # cross-sectional area, make stiff
|
||||
set IzCol [expr 1./12.*$BCol*pow($HCol,3)]; # Column moment of inertia
|
||||
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X, Y
|
||||
node 2 0 $LCol
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1; # node DX DY RZ
|
||||
|
||||
# nodal masses:
|
||||
mass 2 $Mass 1e-9 0.; # node#, Mx My Mz, Mass=Weight/g, neglect rotational inertia at nodes
|
||||
|
||||
# Define ELEMENTS -------------------------------------------------------------
|
||||
# Material parameters
|
||||
set fc -4.; # CONCRETE Compressive Strength (+Tension, -Compression)
|
||||
set Ec [expr 57*sqrt(-$fc*1000)]; # Concrete Elastic Modulus (the term in sqr root needs to be in psi
|
||||
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
set ColTransfTag 1; # associate a tag to column transformation
|
||||
geomTransf Linear $ColTransfTag ;
|
||||
|
||||
# element connectivity:
|
||||
element elasticBeamColumn 1 1 2 $ACol $Ec $IzCol $ColTransfTag; # self-explanatory when using variables
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file Data/DFree.out -time -node 2 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file Data/DBase.out -time -node 1 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file Data/RBase.out -time -node 1 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file Data/Drift.out -time -iNode 1 -jNode 2 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file Data/FCol.out -time -ele 1 globalForce; # element forces -- column
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
pattern Plain 1 Linear {
|
||||
load 2 0 -$PCol 0
|
||||
}
|
||||
|
||||
# ------------------------------------------------- apply gravity load
|
||||
set Tol 1.0e-8; # convergence tolerance for test
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr $Tol 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
set NstepGravity 10; # apply gravity in 10 steps
|
||||
set DGravity [expr 1./$NstepGravity]; # first load increment;
|
||||
integrator LoadControl $DGravity; # determine the next time step for an analysis
|
||||
analysis Static; # define type of analysis static or transient
|
||||
analyze $NstepGravity; # apply gravity
|
||||
# ------------------------------------------------- maintain constant gravity loads and reset time to zero
|
||||
loadConst -time 0.0
|
||||
|
||||
puts "Model Built"
|
||||
|
||||
# DYNAMIC EQ ANALYSIS --------------------------------------------------------
|
||||
# Uniform Earthquake ground motion (uniform acceleration input at all support nodes)
|
||||
set GMdirection 1; # ground-motion direction
|
||||
set GMfile "BM68elc.acc" ; # ground-motion filenames
|
||||
set GMfact 1.; # ground-motion scaling factor
|
||||
|
||||
# set up ground-motion-analysis parameters
|
||||
set DtAnalysis [expr 0.01]; # time-step Dt for lateral analysis
|
||||
set TmaxAnalysis [expr 10.]; # maximum duration of ground-motion analysis -- should be 50*$sec
|
||||
|
||||
# DYNAMIC ANALYSIS PARAMETERS
|
||||
# CONSTRAINTS handler -- Determines how the constraint equations are enforced in the analysis (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/617.htm)
|
||||
# Plain Constraints -- Removes constrained degrees of freedom from the system of equations
|
||||
# Lagrange Multipliers -- Uses the method of Lagrange multipliers to enforce constraints
|
||||
# Penalty Method -- Uses penalty numbers to enforce constraints
|
||||
# Transformation Method -- Performs a condensation of constrained degrees of freedom
|
||||
constraints Transformation ;
|
||||
|
||||
# DOF NUMBERER (number the degrees of freedom in the domain): (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/366.htm)
|
||||
# determines the mapping between equation numbers and degrees-of-freedom
|
||||
# Plain -- Uses the numbering provided by the user
|
||||
# RCM -- Renumbers the DOF to minimize the matrix band-width using the Reverse Cuthill-McKee algorithm
|
||||
numberer Plain
|
||||
|
||||
# SYSTEM (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/371.htm)
|
||||
# Linear Equation Solvers (how to store and solve the system of equations in the analysis)
|
||||
# -- provide the solution of the linear system of equations Ku = P. Each solver is tailored to a specific matrix topology.
|
||||
# ProfileSPD -- Direct profile solver for symmetric positive definite matrices
|
||||
# BandGeneral -- Direct solver for banded unsymmetric matrices
|
||||
# BandSPD -- Direct solver for banded symmetric positive definite matrices
|
||||
# SparseGeneral -- Direct solver for unsymmetric sparse matrices (-piv option)
|
||||
# SparseSPD -- Direct solver for symmetric sparse matrices
|
||||
# UmfPack -- Direct UmfPack solver for unsymmetric matrices
|
||||
system SparseGeneral -piv
|
||||
|
||||
# TEST: # convergence test to
|
||||
# Convergence TEST (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/360.htm)
|
||||
# -- Accept the current state of the domain as being on the converged solution path
|
||||
# -- determine if convergence has been achieved at the end of an iteration step
|
||||
# NormUnbalance -- Specifies a tolerance on the norm of the unbalanced load at the current iteration
|
||||
# NormDispIncr -- Specifies a tolerance on the norm of the displacement increments at the current iteration
|
||||
# EnergyIncr-- Specifies a tolerance on the inner product of the unbalanced load and displacement increments at the current iteration
|
||||
# RelativeNormUnbalance --
|
||||
# RelativeNormDispIncr --
|
||||
# RelativeEnergyIncr --
|
||||
set Tol 1.e-8; # Convergence Test: tolerance
|
||||
set maxNumIter 10; # Convergence Test: maximum number of iterations that will be performed before "failure to converge" is returned
|
||||
set printFlag 0; # Convergence Test: flag used to print information on convergence (optional) # 1: print information on each step;
|
||||
set TestType EnergyIncr; # Convergence-test type
|
||||
test $TestType $Tol $maxNumIter $printFlag;
|
||||
|
||||
# Solution ALGORITHM: -- Iterate from the last time step to the current (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/682.htm)
|
||||
# Linear -- Uses the solution at the first iteration and continues
|
||||
# Newton -- Uses the tangent at the current iteration to iterate to convergence
|
||||
# ModifiedNewton -- Uses the tangent at the first iteration to iterate to convergence
|
||||
# NewtonLineSearch --
|
||||
# KrylovNewton --
|
||||
# BFGS --
|
||||
# Broyden --
|
||||
set algorithmType ModifiedNewton
|
||||
algorithm $algorithmType;
|
||||
|
||||
# Static INTEGRATOR: -- determine the next time step for an analysis (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/689.htm)
|
||||
# LoadControl -- Specifies the incremental load factor to be applied to the loads in the domain
|
||||
# DisplacementControl -- Specifies the incremental displacement at a specified DOF in the domain
|
||||
# Minimum Unbalanced Displacement Norm -- Specifies the incremental load factor such that the residual displacement norm in minimized
|
||||
# Arc Length -- Specifies the incremental arc-length of the load-displacement path
|
||||
# Transient INTEGRATOR: -- determine the next time step for an analysis including inertial effects
|
||||
# Newmark -- The two parameter time-stepping method developed by Newmark
|
||||
# HHT -- The three parameter Hilbert-Hughes-Taylor time-stepping method
|
||||
# Central Difference -- Approximates velocity and acceleration by centered finite differences of displacement
|
||||
set NewmarkGamma 0.5; # Newmark-integrator gamma parameter (also HHT)
|
||||
set NewmarkBeta 0.25; # Newmark-integrator beta parameter
|
||||
integrator Newmark $NewmarkGamma $NewmarkBeta
|
||||
|
||||
# ANALYSIS -- defines what type of analysis is to be performed (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/324.htm)
|
||||
# Static Analysis -- solves the KU=R problem, without the mass or damping matrices.
|
||||
# Transient Analysis -- solves the time-dependent analysis. The time step in this type of analysis is constant. The time step in the output is also constant.
|
||||
# variableTransient Analysis -- performs the same analysis type as the Transient Analysis object. The time step, however, is variable. This method is used when
|
||||
# there are convergence problems with the Transient Analysis object at a peak or when the time step is too small. The time step in the output is also variable.
|
||||
analysis Transient
|
||||
|
||||
# define DAMPING--------------------------------------------------------------------------------------
|
||||
# apply Rayleigh DAMPING from $xDamp
|
||||
# D=$alphaM*M + $betaKcurr*Kcurrent + $betaKcomm*KlastCommit + $beatKinit*$Kinitial
|
||||
set xDamp 0.02; # 2% damping ratio
|
||||
set lambda [eigen 1]; # eigenvalue mode 1
|
||||
set omega [expr pow($lambda,0.5)];
|
||||
set alphaM 0.; # M-prop. damping; D = alphaM*M
|
||||
set betaKcurr 0.; # K-proportional damping; +beatKcurr*KCurrent
|
||||
set betaKcomm [expr 2.*$xDamp/($omega)]; # K-prop. damping parameter; +betaKcomm*KlastCommitt
|
||||
set betaKinit 0.; # initial-stiffness proportional damping +beatKinit*Kini
|
||||
# define damping
|
||||
rayleigh $alphaM $betaKcurr $betaKinit $betaKcomm; # RAYLEIGH damping
|
||||
|
||||
# --------------------------------- perform Dynamic Ground-Motion Analysis
|
||||
# Uniform EXCITATION: acceleration input
|
||||
set IDloadTag 400; # load tag
|
||||
set dt 0.01; # time step for input ground motion
|
||||
set GMfatt 1.0; # data in input file is in g Unifts -- ACCELERATION TH
|
||||
set AccelSeries "Series -dt $dt -filePath $GMfile -factor $GMfatt"; # time series information
|
||||
pattern UniformExcitation $IDloadTag $GMdirection -accel $AccelSeries ; # create Unifform excitation
|
||||
|
||||
set Nsteps [expr int($TmaxAnalysis/$DtAnalysis)];
|
||||
set ok [analyze $Nsteps $DtAnalysis]; # actually perform analysis; returns ok=0 if analysis was successful
|
||||
|
||||
if {$ok != 0} { ; # if analysis was not successful.
|
||||
# change some analysis parameters to achieve convergence
|
||||
# performance is slower inside this loop
|
||||
# Time-controlled analysis
|
||||
set ok 0;
|
||||
set controlTime [getTime];
|
||||
while {$controlTime < $TmaxAnalysis && $ok == 0} {
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
set controlTime [getTime]
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
if {$ok != 0} {
|
||||
puts "Trying Newton with Initial Tangent .."
|
||||
test NormDispIncr $Tol 1000 0
|
||||
algorithm Newton -initial
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
test $TestType $Tol $maxNumIter 0
|
||||
algorithm $algorithmType
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying Broyden .."
|
||||
algorithm Broyden 8
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
algorithm $algorithmType
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying NewtonWithLineSearch .."
|
||||
algorithm NewtonLineSearch .8
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
algorithm $algorithmType
|
||||
}
|
||||
}
|
||||
}; # end if ok !0
|
||||
|
||||
|
||||
puts "Ground Motion Done. End Time: [getTime]"
|
||||
207
examples/data/Ex2a.Canti2D.ElasticElement.Push.tcl.txt
Normal file
207
examples/data/Ex2a.Canti2D.ElasticElement.Push.tcl.txt
Normal file
|
|
@ -0,0 +1,207 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 2. 2D cantilever column, static pushover
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 2 __
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# (1) LCol
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# =1= _|_ -------->X
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
# units: kip, inch, sec
|
||||
wipe; # clear memory of all past model definitions
|
||||
file mkdir Data; # create data directory
|
||||
model BasicBuilder -ndm 2 -ndf 3; # Define the model builder, ndm=#dimension, ndf=#dofs
|
||||
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
set LCol 432; # column length
|
||||
set Weight 2000; # superstructure weight
|
||||
# define section geometry
|
||||
set HCol 60; # Column Depth
|
||||
set BCol 60; # Column Width
|
||||
|
||||
# calculated parameters
|
||||
set PCol $Weight; # nodal dead-load weight per column
|
||||
set g 386.4; # g.
|
||||
set Mass [expr $PCol/$g]; # nodal mass
|
||||
# calculated geometry parameters
|
||||
set ACol [expr $BCol*$HCol*1000]; # cross-sectional area, make stiff
|
||||
set IzCol [expr 1./12.*$BCol*pow($HCol,3)]; # Column moment of inertia
|
||||
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X, Y
|
||||
node 2 0 $LCol
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1; # node DX DY RZ
|
||||
|
||||
# nodal masses:
|
||||
mass 2 $Mass 1e-9 0.; # node#, Mx My Mz, Mass=Weight/g, neglect rotational inertia at nodes
|
||||
|
||||
# Define ELEMENTS -------------------------------------------------------------
|
||||
# Material parameters
|
||||
set fc -4.; # CONCRETE Compressive Strength (+Tension, -Compression)
|
||||
set Ec [expr 57*sqrt(-$fc*1000)]; # Concrete Elastic Modulus (the term in sqr root needs to be in psi
|
||||
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
set ColTransfTag 1; # associate a tag to column transformation
|
||||
geomTransf Linear $ColTransfTag ;
|
||||
|
||||
# element connectivity:
|
||||
element elasticBeamColumn 1 1 2 $ACol $Ec $IzCol $ColTransfTag; # self-explanatory when using variables
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file Data/DFree.out -time -node 2 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file Data/DBase.out -time -node 1 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file Data/RBase.out -time -node 1 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file Data/Drift.out -time -iNode 1 -jNode 2 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file Data/FCol.out -time -ele 1 globalForce; # element forces -- column
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
pattern Plain 1 Linear {
|
||||
load 2 0 -$PCol 0
|
||||
}
|
||||
|
||||
# ------------------------------------------------- apply gravity load
|
||||
set Tol 1.0e-8; # convergence tolerance for test
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr $Tol 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
set NstepGravity 10; # apply gravity in 10 steps
|
||||
set DGravity [expr 1./$NstepGravity]; # first load increment;
|
||||
integrator LoadControl $DGravity; # determine the next time step for an analysis
|
||||
analysis Static; # define type of analysis static or transient
|
||||
analyze $NstepGravity; # apply gravity
|
||||
# ------------------------------------------------- maintain constant gravity loads and reset time to zero
|
||||
loadConst -time 0.0
|
||||
|
||||
puts "Model Built"
|
||||
|
||||
# STATIC PUSHOVER ANALYSIS --------------------------------------------------------------------------------------------------
|
||||
#
|
||||
# we need to set up parameters that are particular to the model.
|
||||
set IDctrlNode 2; # node where displacement is read for displacement control
|
||||
set IDctrlDOF 1; # degree of freedom of displacement read for displacement contro
|
||||
set Dmax [expr 0.01*$LCol]; # maximum displacement of pushover. push to 10% drift.
|
||||
set Dincr [expr 0.001*$LCol]; # displacement increment for pushover. you want this to be very small, but not too small to slow down the analysis
|
||||
|
||||
# create load pattern for lateral pushover load
|
||||
set Hload $Weight; # define the lateral load as a proportion of the weight so that the pseudo time equals the lateral-load coefficient when using linear load pattern
|
||||
pattern Plain 200 Linear {; # define load pattern -- generalized
|
||||
load 2 $Hload 0.0 0.0 0.0 0.0 0.0; # define lateral load in static lateral analysis
|
||||
}
|
||||
|
||||
# ----------- set up analysis parameters
|
||||
# CONSTRAINTS handler -- Determines how the constraint equations are enforced in the analysis (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/617.htm)
|
||||
# Plain Constraints -- Removes constrained degrees of freedom from the system of equations (only for homogeneous equations)
|
||||
# Lagrange Multipliers -- Uses the method of Lagrange multipliers to enforce constraints
|
||||
# Penalty Method -- Uses penalty numbers to enforce constraints --good for static analysis with non-homogeneous eqns (rigidDiaphragm)
|
||||
# Transformation Method -- Performs a condensation of constrained degrees of freedom
|
||||
constraints Plain;
|
||||
|
||||
# DOF NUMBERER (number the degrees of freedom in the domain): (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/366.htm)
|
||||
# determines the mapping between equation numbers and degrees-of-freedom
|
||||
# Plain -- Uses the numbering provided by the user
|
||||
# RCM -- Renumbers the DOF to minimize the matrix band-width using the Reverse Cuthill-McKee algorithm
|
||||
numberer Plain
|
||||
|
||||
# SYSTEM (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/371.htm)
|
||||
# Linear Equation Solvers (how to store and solve the system of equations in the analysis)
|
||||
# -- provide the solution of the linear system of equations Ku = P. Each solver is tailored to a specific matrix topology.
|
||||
# ProfileSPD -- Direct profile solver for symmetric positive definite matrices
|
||||
# BandGeneral -- Direct solver for banded unsymmetric matrices
|
||||
# BandSPD -- Direct solver for banded symmetric positive definite matrices
|
||||
# SparseGeneral -- Direct solver for unsymmetric sparse matrices
|
||||
# SparseSPD -- Direct solver for symmetric sparse matrices
|
||||
# UmfPack -- Direct UmfPack solver for unsymmetric matrices
|
||||
system BandGeneral
|
||||
|
||||
# TEST: # convergence test to
|
||||
# Convergence TEST (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/360.htm)
|
||||
# -- Accept the current state of the domain as being on the converged solution path
|
||||
# -- determine if convergence has been achieved at the end of an iteration step
|
||||
# NormUnbalance -- Specifies a tolerance on the norm of the unbalanced load at the current iteration
|
||||
# NormDispIncr -- Specifies a tolerance on the norm of the displacement increments at the current iteration
|
||||
# EnergyIncr-- Specifies a tolerance on the inner product of the unbalanced load and displacement increments at the current iteration
|
||||
set Tol 1.e-8; # Convergence Test: tolerance
|
||||
set maxNumIter 6; # Convergence Test: maximum number of iterations that will be performed before "failure to converge" is returned
|
||||
set printFlag 0; # Convergence Test: flag used to print information on convergence (optional) # 1: print information on each step;
|
||||
set TestType EnergyIncr ; # Convergence-test type
|
||||
test $TestType $Tol $maxNumIter $printFlag;
|
||||
|
||||
# Solution ALGORITHM: -- Iterate from the last time step to the current (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/682.htm)
|
||||
# Linear -- Uses the solution at the first iteration and continues
|
||||
# Newton -- Uses the tangent at the current iteration to iterate to convergence
|
||||
# ModifiedNewton -- Uses the tangent at the first iteration to iterate to convergence
|
||||
set algorithmType Newton
|
||||
algorithm $algorithmType;
|
||||
|
||||
# Static INTEGRATOR: -- determine the next time step for an analysis (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/689.htm)
|
||||
# LoadControl -- Specifies the incremental load factor to be applied to the loads in the domain
|
||||
# DisplacementControl -- Specifies the incremental displacement at a specified DOF in the domain
|
||||
# Minimum Unbalanced Displacement Norm -- Specifies the incremental load factor such that the residual displacement norm in minimized
|
||||
# Arc Length -- Specifies the incremental arc-length of the load-displacement path
|
||||
# Transient INTEGRATOR: -- determine the next time step for an analysis including inertial effects
|
||||
# Newmark -- The two parameter time-stepping method developed by Newmark
|
||||
# HHT -- The three parameter Hilbert-Hughes-Taylor time-stepping method
|
||||
# Central Difference -- Approximates velocity and acceleration by centered finite differences of displacement
|
||||
integrator DisplacementControl $IDctrlNode $IDctrlDOF $Dincr
|
||||
|
||||
# ANALYSIS -- defines what type of analysis is to be performed (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/324.htm)
|
||||
# Static Analysis -- solves the KU=R problem, without the mass or damping matrices.
|
||||
# Transient Analysis -- solves the time-dependent analysis. The time step in this type of analysis is constant. The time step in the output is also constant.
|
||||
# variableTransient Analysis -- performs the same analysis type as the Transient Analysis object. The time step, however, is variable. This method is used when
|
||||
# there are convergence problems with the Transient Analysis object at a peak or when the time step is too small. The time step in the output is also variable.
|
||||
analysis Static
|
||||
|
||||
# --------------------------------- perform Static Pushover Analysis
|
||||
set Nsteps [expr int($Dmax/$Dincr)]; # number of pushover analysis steps
|
||||
set ok [analyze $Nsteps]; # this will return zero if no convergence problems were encountered
|
||||
|
||||
# ---------------------------------- in case of convergence problems
|
||||
if {$ok != 0} {
|
||||
# change some analysis parameters to achieve convergence
|
||||
# performance is slower inside this loop
|
||||
set ok 0;
|
||||
set controlDisp 0.0; # start from zero
|
||||
set D0 0.0; # start from zero
|
||||
set Dstep [expr ($controlDisp-$D0)/($Dmax-$D0)]
|
||||
while {$Dstep < 1.0 && $ok == 0} {
|
||||
set controlDisp [nodeDisp $IDctrlNode $IDctrlDOF ]
|
||||
set Dstep [expr ($controlDisp-$D0)/($Dmax-$D0)]
|
||||
set ok [analyze 1 ]
|
||||
if {$ok != 0} {
|
||||
puts "Trying Newton with Initial Tangent .."
|
||||
test NormDispIncr $Tol 2000 0
|
||||
algorithm Newton -initial
|
||||
set ok [analyze 1 ]
|
||||
test $TestType $Tol $maxNumIter 0
|
||||
algorithm $algorithmType
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying Broyden .."
|
||||
algorithm Broyden 8
|
||||
set ok [analyze 1 ]
|
||||
algorithm $algorithmType
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying NewtonWithLineSearch .."
|
||||
algorithm NewtonLineSearch .8
|
||||
set ok [analyze 1 ]
|
||||
algorithm $algorithmType
|
||||
}
|
||||
}
|
||||
}; # end if ok !0
|
||||
|
||||
puts "DonePushover"
|
||||
256
examples/data/Ex2b.Canti2D.InelasticSection.EQ.tcl.txt
Normal file
256
examples/data/Ex2b.Canti2D.InelasticSection.EQ.tcl.txt
Normal file
|
|
@ -0,0 +1,256 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 2. 2D cantilever column, dynamic eq ground motion
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 2 __
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# (1) LCol
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# =1= _|_ -------->X
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
# units: kip, inch, sec
|
||||
wipe; # clear memory of all past model definitions
|
||||
file mkdir Data; # create data directory
|
||||
model BasicBuilder -ndm 2 -ndf 3; # Define the model builder, ndm=#dimension, ndf=#dofs
|
||||
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
set LCol 432; # column length
|
||||
set Weight 2000.; # superstructure weight
|
||||
# define section geometry
|
||||
set HCol 60; # Column Depth
|
||||
set BCol 60; # Column Width
|
||||
|
||||
# calculated parameters
|
||||
set PCol $Weight; # nodal dead-load weight per column
|
||||
set g 386.4; # g.
|
||||
set Mass [expr $PCol/$g]; # nodal mass
|
||||
# calculated geometry parameters
|
||||
set ACol [expr $BCol*$HCol*1000]; # cross-sectional area, make stiff
|
||||
set IzCol [expr 1./12.*$BCol*pow($HCol,3)]; # Column moment of inertia
|
||||
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X, Y
|
||||
node 2 0 $LCol
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1; # node DX DY RZ
|
||||
|
||||
# nodal masses:
|
||||
mass 2 $Mass 1e-9 0.; # node#, Mx My Mz, Mass=Weight/g, neglect rotational inertia at nodes
|
||||
|
||||
# Define ELEMENTS & SECTIONS -------------------------------------------------------------
|
||||
set ColMatTagFlex 2; # assign a tag number to the column flexural behavior
|
||||
set ColMatTagAxial 3; # assign a tag number to the column axial behavior
|
||||
set ColSecTag 1; # assign a tag number to the column section tag
|
||||
set BeamSecTag 2; # assign a tag number to the beam section tag
|
||||
|
||||
# MATERIAL parameters
|
||||
set fc -4.; # CONCRETE Compressive Strength (+Tension, -Compression)
|
||||
set Ec [expr 57*sqrt(-$fc*1000)]; # Concrete Elastic Modulus (the term in sqr root needs to be in psi
|
||||
|
||||
# COLUMN section
|
||||
# calculated stiffness parameters
|
||||
set EICol [expr $Ec*$IzCol]; # EI, for moment-curvature relationship
|
||||
set EACol [expr $Ec*$ACol]; # EA, for axial-force-strain relationship
|
||||
set MyCol 130000; # yield moment
|
||||
set PhiYCol 0.65e-4; # yield curvature
|
||||
set EIColCrack [expr $MyCol/$PhiYCol]; # cracked section inertia
|
||||
set b 0.01 ; # strain-hardening ratio (ratio between post-yield tangent and initial elastic tangent)
|
||||
uniaxialMaterial Steel01 $ColMatTagFlex $MyCol $EIColCrack $b; # bilinear behavior for flexure
|
||||
uniaxialMaterial Elastic $ColMatTagAxial $EACol; # this is not used as a material, this is an axial-force-strain response
|
||||
section Aggregator $ColSecTag $ColMatTagAxial P $ColMatTagFlex Mz; # combine axial and flexural behavior into one section (no P-M interaction here)
|
||||
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
set ColTransfTag 1; # associate a tag to column transformation
|
||||
geomTransf Linear $ColTransfTag ;
|
||||
|
||||
# element connectivity:
|
||||
set numIntgrPts 5; # number of integration points for force-based element
|
||||
element nonlinearBeamColumn 1 1 2 $numIntgrPts $ColSecTag $ColTransfTag; # self-explanatory when using variables
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file Data/DFree.out -time -node 2 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file Data/DBase.out -time -node 1 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file Data/RBase.out -time -node 1 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file Data/Drift.out -time -iNode 1 -jNode 2 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file Data/FCol.out -time -ele 2 globalForce; # element forces -- column
|
||||
recorder Element -file Data/ForceColSec1.out -time -ele 1 section 1 force; # Column section forces, axial and moment, node i
|
||||
recorder Element -file Data/DefoColSec1.out -time -ele 1 section 1 deformation; # section deformations, axial and curvature, node i
|
||||
recorder Element -file Data/ForceColSec$numIntgrPts.out -time -ele 1 section $numIntgrPts force; # section forces, axial and moment, node j
|
||||
recorder Element -file Data/DefoColSec$numIntgrPts.out -time -ele 1 section $numIntgrPts deformation; # section deformations, axial and curvature, node j
|
||||
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
pattern Plain 1 Linear {
|
||||
load 2 0 -$PCol 0
|
||||
}
|
||||
|
||||
# Gravity-analysis parameters -- load-controlled static analysis
|
||||
set Tol 1.0e-8; # convergence tolerance for test
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr $Tol 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
set NstepGravity 10; # apply gravity in 10 steps
|
||||
set DGravity [expr 1./$NstepGravity]; # first load increment;
|
||||
integrator LoadControl $DGravity; # determine the next time step for an analysis
|
||||
analysis Static; # define type of analysis static or transient
|
||||
analyze $NstepGravity; # apply gravity
|
||||
|
||||
# ------------------------------------------------- maintain constant gravity loads and reset time to zero
|
||||
loadConst -time 0.0
|
||||
|
||||
puts "Model Built"
|
||||
|
||||
# DYNAMIC EQ ANALYSIS --------------------------------------------------------
|
||||
# Uniform Earthquake ground motion (uniform acceleration input at all support nodes)
|
||||
set GMdirection 1; # ground-motion direction
|
||||
set GMfile "BM68elc.acc" ; # ground-motion filenames
|
||||
set GMfact 1.; # ground-motion scaling factor
|
||||
|
||||
# set up ground-motion-analysis parameters
|
||||
set DtAnalysis [expr 0.01]; # time-step Dt for lateral analysis
|
||||
set TmaxAnalysis [expr 10.]; # maximum duration of ground-motion analysis -- should be 50*$sec
|
||||
|
||||
# DYNAMIC ANALYSIS PARAMETERS
|
||||
# CONSTRAINTS handler -- Determines how the constraint equations are enforced in the analysis (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/617.htm)
|
||||
# Plain Constraints -- Removes constrained degrees of freedom from the system of equations
|
||||
# Lagrange Multipliers -- Uses the method of Lagrange multipliers to enforce constraints
|
||||
# Penalty Method -- Uses penalty numbers to enforce constraints
|
||||
# Transformation Method -- Performs a condensation of constrained degrees of freedom
|
||||
constraints Transformation ;
|
||||
|
||||
# DOF NUMBERER (number the degrees of freedom in the domain): (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/366.htm)
|
||||
# determines the mapping between equation numbers and degrees-of-freedom
|
||||
# Plain -- Uses the numbering provided by the user
|
||||
# RCM -- Renumbers the DOF to minimize the matrix band-width using the Reverse Cuthill-McKee algorithm
|
||||
numberer Plain
|
||||
|
||||
# SYSTEM (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/371.htm)
|
||||
# Linear Equation Solvers (how to store and solve the system of equations in the analysis)
|
||||
# -- provide the solution of the linear system of equations Ku = P. Each solver is tailored to a specific matrix topology.
|
||||
# ProfileSPD -- Direct profile solver for symmetric positive definite matrices
|
||||
# BandGeneral -- Direct solver for banded unsymmetric matrices
|
||||
# BandSPD -- Direct solver for banded symmetric positive definite matrices
|
||||
# SparseGeneral -- Direct solver for unsymmetric sparse matrices (-piv option)
|
||||
# SparseSPD -- Direct solver for symmetric sparse matrices
|
||||
# UmfPack -- Direct UmfPack solver for unsymmetric matrices
|
||||
system SparseGeneral -piv
|
||||
|
||||
# TEST: # convergence test to
|
||||
# Convergence TEST (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/360.htm)
|
||||
# -- Accept the current state of the domain as being on the converged solution path
|
||||
# -- determine if convergence has been achieved at the end of an iteration step
|
||||
# NormUnbalance -- Specifies a tolerance on the norm of the unbalanced load at the current iteration
|
||||
# NormDispIncr -- Specifies a tolerance on the norm of the displacement increments at the current iteration
|
||||
# EnergyIncr-- Specifies a tolerance on the inner product of the unbalanced load and displacement increments at the current iteration
|
||||
# RelativeNormUnbalance --
|
||||
# RelativeNormDispIncr --
|
||||
# RelativeEnergyIncr --
|
||||
set Tol 1.e-8; # Convergence Test: tolerance
|
||||
set maxNumIter 10; # Convergence Test: maximum number of iterations that will be performed before "failure to converge" is returned
|
||||
set printFlag 0; # Convergence Test: flag used to print information on convergence (optional) # 1: print information on each step;
|
||||
set TestType EnergyIncr; # Convergence-test type
|
||||
test $TestType $Tol $maxNumIter $printFlag;
|
||||
|
||||
# Solution ALGORITHM: -- Iterate from the last time step to the current (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/682.htm)
|
||||
# Linear -- Uses the solution at the first iteration and continues
|
||||
# Newton -- Uses the tangent at the current iteration to iterate to convergence
|
||||
# ModifiedNewton -- Uses the tangent at the first iteration to iterate to convergence
|
||||
# NewtonLineSearch --
|
||||
# KrylovNewton --
|
||||
# BFGS --
|
||||
# Broyden --
|
||||
set algorithmType ModifiedNewton
|
||||
algorithm $algorithmType;
|
||||
|
||||
# Static INTEGRATOR: -- determine the next time step for an analysis (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/689.htm)
|
||||
# LoadControl -- Specifies the incremental load factor to be applied to the loads in the domain
|
||||
# DisplacementControl -- Specifies the incremental displacement at a specified DOF in the domain
|
||||
# Minimum Unbalanced Displacement Norm -- Specifies the incremental load factor such that the residual displacement norm in minimized
|
||||
# Arc Length -- Specifies the incremental arc-length of the load-displacement path
|
||||
# Transient INTEGRATOR: -- determine the next time step for an analysis including inertial effects
|
||||
# Newmark -- The two parameter time-stepping method developed by Newmark
|
||||
# HHT -- The three parameter Hilbert-Hughes-Taylor time-stepping method
|
||||
# Central Difference -- Approximates velocity and acceleration by centered finite differences of displacement
|
||||
set NewmarkGamma 0.5; # Newmark-integrator gamma parameter (also HHT)
|
||||
set NewmarkBeta 0.25; # Newmark-integrator beta parameter
|
||||
integrator Newmark $NewmarkGamma $NewmarkBeta
|
||||
|
||||
# ANALYSIS -- defines what type of analysis is to be performed (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/324.htm)
|
||||
# Static Analysis -- solves the KU=R problem, without the mass or damping matrices.
|
||||
# Transient Analysis -- solves the time-dependent analysis. The time step in this type of analysis is constant. The time step in the output is also constant.
|
||||
# variableTransient Analysis -- performs the same analysis type as the Transient Analysis object. The time step, however, is variable. This method is used when
|
||||
# there are convergence problems with the Transient Analysis object at a peak or when the time step is too small. The time step in the output is also variable.
|
||||
analysis Transient
|
||||
|
||||
# define DAMPING--------------------------------------------------------------------------------------
|
||||
# apply Rayleigh DAMPING from $xDamp
|
||||
# D=$alphaM*M + $betaKcurr*Kcurrent + $betaKcomm*KlastCommit + $beatKinit*$Kinitial
|
||||
set xDamp 0.02; # 2% damping ratio
|
||||
set lambda [eigen 1]; # eigenvalue mode 1
|
||||
set omega [expr pow($lambda,0.5)];
|
||||
set alphaM 0.; # M-prop. damping; D = alphaM*M
|
||||
set betaKcurr 0.; # K-proportional damping; +beatKcurr*KCurrent
|
||||
set betaKcomm [expr 2.*$xDamp/($omega)]; # K-prop. damping parameter; +betaKcomm*KlastCommitt
|
||||
set betaKinit 0.; # initial-stiffness proportional damping +beatKinit*Kini
|
||||
# define damping
|
||||
rayleigh $alphaM $betaKcurr $betaKinit $betaKcomm; # RAYLEIGH damping
|
||||
|
||||
# --------------------------------- perform Dynamic Ground-Motion Analysis
|
||||
# Uniform EXCITATION: acceleration input
|
||||
set IDloadTag 400; # load tag
|
||||
set dt 0.01; # time step for input ground motion
|
||||
set GMfatt 1.0; # data in input file is in g Unifts -- ACCELERATION TH
|
||||
set AccelSeries "Series -dt $dt -filePath $GMfile -factor $GMfatt"; # time series information
|
||||
pattern UniformExcitation $IDloadTag $GMdirection -accel $AccelSeries ; # create Unifform excitation
|
||||
|
||||
set Nsteps [expr int($TmaxAnalysis/$DtAnalysis)];
|
||||
set ok [analyze $Nsteps $DtAnalysis]; # actually perform analysis; returns ok=0 if analysis was successful
|
||||
|
||||
if {$ok != 0} { ; # if analysis was not successful.
|
||||
# change some analysis parameters to achieve convergence
|
||||
# performance is slower inside this loop
|
||||
# Time-controlled analysis
|
||||
set ok 0;
|
||||
set controlTime [getTime];
|
||||
while {$controlTime < $TmaxAnalysis && $ok == 0} {
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
set controlTime [getTime]
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
if {$ok != 0} {
|
||||
puts "Trying Newton with Initial Tangent .."
|
||||
test NormDispIncr $Tol 1000 0
|
||||
algorithm Newton -initial
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
test $TestType $Tol $maxNumIter 0
|
||||
algorithm $algorithmType
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying Broyden .."
|
||||
algorithm Broyden 8
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
algorithm $algorithmType
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying NewtonWithLineSearch .."
|
||||
algorithm NewtonLineSearch .8
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
algorithm $algorithmType
|
||||
}
|
||||
}
|
||||
}; # end if ok !0
|
||||
|
||||
|
||||
|
||||
puts "Ground Motion Done. End Time: [getTime]"
|
||||
233
examples/data/Ex2b.Canti2D.InelasticSection.Push.tcl.txt
Normal file
233
examples/data/Ex2b.Canti2D.InelasticSection.Push.tcl.txt
Normal file
|
|
@ -0,0 +1,233 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 2. 2D cantilever column, static pushover
|
||||
# element
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 2 __
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# (1) LCol
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# =1= _|_ -------->X
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
# units: kip, inch, sec
|
||||
wipe; # clear memory of all past model definitions
|
||||
file mkdir Data; # create data directory
|
||||
model BasicBuilder -ndm 2 -ndf 3; # Define the model builder, ndm=#dimension, ndf=#dofs
|
||||
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
set LCol 432; # column length
|
||||
set Weight 2000.; # superstructure weight
|
||||
# define section geometry
|
||||
set HCol 60; # Column Depth
|
||||
set BCol 60; # Column Width
|
||||
|
||||
# calculated parameters
|
||||
set PCol $Weight; # nodal dead-load weight per column
|
||||
set g 386.4; # g.
|
||||
set Mass [expr $PCol/$g]; # nodal mass
|
||||
# calculated geometry parameters
|
||||
set ACol [expr $BCol*$HCol*1000]; # cross-sectional area, make stiff
|
||||
set IzCol [expr 1./12.*$BCol*pow($HCol,3)]; # Column moment of inertia
|
||||
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X, Y
|
||||
node 2 0 $LCol
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1; # node DX DY RZ
|
||||
|
||||
# nodal masses:
|
||||
mass 2 $Mass 1e-9 0.; # node#, Mx My Mz, Mass=Weight/g, neglect rotational inertia at nodes
|
||||
|
||||
# Define ELEMENTS & SECTIONS -------------------------------------------------------------
|
||||
set ColMatTagFlex 2; # assign a tag number to the column flexural behavior
|
||||
set ColMatTagAxial 3; # assign a tag number to the column axial behavior
|
||||
set ColSecTag 1; # assign a tag number to the column section tag
|
||||
set BeamSecTag 2; # assign a tag number to the beam section tag
|
||||
|
||||
# MATERIAL parameters
|
||||
set fc -4.; # CONCRETE Compressive Strength (+Tension, -Compression)
|
||||
set Ec [expr 57*sqrt(-$fc*1000)]; # Concrete Elastic Modulus (the term in sqr root needs to be in psi
|
||||
|
||||
# COLUMN section
|
||||
# calculated stiffness parameters
|
||||
set EICol [expr $Ec*$IzCol]; # EI, for moment-curvature relationship
|
||||
set EACol [expr $Ec*$ACol]; # EA, for axial-force-strain relationship
|
||||
set MyCol 130000; # yield moment
|
||||
set PhiYCol 0.65e-4; # yield curvature
|
||||
set EIColCrack [expr $MyCol/$PhiYCol]; # cracked section inertia
|
||||
set b 0.01 ; # strain-hardening ratio (ratio between post-yield tangent and initial elastic tangent)
|
||||
uniaxialMaterial Steel01 $ColMatTagFlex $MyCol $EIColCrack $b; # bilinear behavior for flexure
|
||||
uniaxialMaterial Elastic $ColMatTagAxial $EACol; # this is not used as a material, this is an axial-force-strain response
|
||||
section Aggregator $ColSecTag $ColMatTagAxial P $ColMatTagFlex Mz; # combine axial and flexural behavior into one section (no P-M interaction here)
|
||||
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
set ColTransfTag 1; # associate a tag to column transformation
|
||||
geomTransf Linear $ColTransfTag ;
|
||||
|
||||
# element connectivity:
|
||||
set numIntgrPts 5; # number of integration points for force-based element
|
||||
element nonlinearBeamColumn 1 1 2 $numIntgrPts $ColSecTag $ColTransfTag; # self-explanatory when using variables
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file Data/DFree.out -time -node 2 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file Data/DBase.out -time -node 1 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file Data/RBase.out -time -node 1 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file Data/Drift.out -time -iNode 1 -jNode 2 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file Data/FCol.out -time -ele 2 globalForce; # element forces -- column
|
||||
recorder Element -file Data/ForceColSec1.out -time -ele 1 section 1 force; # Column section forces, axial and moment, node i
|
||||
recorder Element -file Data/DefoColSec1.out -time -ele 1 section 1 deformation; # section deformations, axial and curvature, node i
|
||||
recorder Element -file Data/ForceColSec$numIntgrPts.out -time -ele 1 section $numIntgrPts force; # section forces, axial and moment, node j
|
||||
recorder Element -file Data/DefoColSec$numIntgrPts.out -time -ele 1 section $numIntgrPts deformation; # section deformations, axial and curvature, node j
|
||||
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
pattern Plain 1 Linear {
|
||||
load 2 0 -$PCol 0
|
||||
}
|
||||
|
||||
# Gravity-analysis parameters -- load-controlled static analysis
|
||||
set Tol 1.0e-8; # convergence tolerance for test
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr $Tol 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
set NstepGravity 10; # apply gravity in 10 steps
|
||||
set DGravity [expr 1./$NstepGravity]; # first load increment;
|
||||
integrator LoadControl $DGravity; # determine the next time step for an analysis
|
||||
analysis Static; # define type of analysis static or transient
|
||||
analyze $NstepGravity; # apply gravity
|
||||
|
||||
# ------------------------------------------------- maintain constant gravity loads and reset time to zero
|
||||
loadConst -time 0.0
|
||||
|
||||
puts "Model Built"
|
||||
|
||||
# STATIC PUSHOVER ANALYSIS --------------------------------------------------------------------------------------------------
|
||||
#
|
||||
# we need to set up parameters that are particular to the model.
|
||||
set IDctrlNode 2; # node where displacement is read for displacement control
|
||||
set IDctrlDOF 1; # degree of freedom of displacement read for displacement contro
|
||||
set Dmax [expr 0.05*$LCol]; # maximum displacement of pushover. push to 10% drift.
|
||||
set Dincr [expr 0.001*$LCol]; # displacement increment for pushover. you want this to be very small, but not too small to slow down the analysis
|
||||
|
||||
# create load pattern for lateral pushover load
|
||||
set Hload $Weight; # define the lateral load as a proportion of the weight so that the pseudo time equals the lateral-load coefficient when using linear load pattern
|
||||
pattern Plain 200 Linear {; # define load pattern -- generalized
|
||||
load 2 $Hload 0.0 0.0 0.0 0.0 0.0; # define lateral load in static lateral analysis
|
||||
}
|
||||
|
||||
# ----------- set up analysis parameters
|
||||
# CONSTRAINTS handler -- Determines how the constraint equations are enforced in the analysis (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/617.htm)
|
||||
# Plain Constraints -- Removes constrained degrees of freedom from the system of equations (only for homogeneous equations)
|
||||
# Lagrange Multipliers -- Uses the method of Lagrange multipliers to enforce constraints
|
||||
# Penalty Method -- Uses penalty numbers to enforce constraints --good for static analysis with non-homogeneous eqns (rigidDiaphragm)
|
||||
# Transformation Method -- Performs a condensation of constrained degrees of freedom
|
||||
constraints Plain;
|
||||
|
||||
# DOF NUMBERER (number the degrees of freedom in the domain): (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/366.htm)
|
||||
# determines the mapping between equation numbers and degrees-of-freedom
|
||||
# Plain -- Uses the numbering provided by the user
|
||||
# RCM -- Renumbers the DOF to minimize the matrix band-width using the Reverse Cuthill-McKee algorithm
|
||||
numberer Plain
|
||||
|
||||
# SYSTEM (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/371.htm)
|
||||
# Linear Equation Solvers (how to store and solve the system of equations in the analysis)
|
||||
# -- provide the solution of the linear system of equations Ku = P. Each solver is tailored to a specific matrix topology.
|
||||
# ProfileSPD -- Direct profile solver for symmetric positive definite matrices
|
||||
# BandGeneral -- Direct solver for banded unsymmetric matrices
|
||||
# BandSPD -- Direct solver for banded symmetric positive definite matrices
|
||||
# SparseGeneral -- Direct solver for unsymmetric sparse matrices
|
||||
# SparseSPD -- Direct solver for symmetric sparse matrices
|
||||
# UmfPack -- Direct UmfPack solver for unsymmetric matrices
|
||||
system BandGeneral
|
||||
|
||||
# TEST: # convergence test to
|
||||
# Convergence TEST (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/360.htm)
|
||||
# -- Accept the current state of the domain as being on the converged solution path
|
||||
# -- determine if convergence has been achieved at the end of an iteration step
|
||||
# NormUnbalance -- Specifies a tolerance on the norm of the unbalanced load at the current iteration
|
||||
# NormDispIncr -- Specifies a tolerance on the norm of the displacement increments at the current iteration
|
||||
# EnergyIncr-- Specifies a tolerance on the inner product of the unbalanced load and displacement increments at the current iteration
|
||||
set Tol 1.e-8; # Convergence Test: tolerance
|
||||
set maxNumIter 6; # Convergence Test: maximum number of iterations that will be performed before "failure to converge" is returned
|
||||
set printFlag 0; # Convergence Test: flag used to print information on convergence (optional) # 1: print information on each step;
|
||||
set TestType EnergyIncr ; # Convergence-test type
|
||||
test $TestType $Tol $maxNumIter $printFlag;
|
||||
|
||||
# Solution ALGORITHM: -- Iterate from the last time step to the current (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/682.htm)
|
||||
# Linear -- Uses the solution at the first iteration and continues
|
||||
# Newton -- Uses the tangent at the current iteration to iterate to convergence
|
||||
# ModifiedNewton -- Uses the tangent at the first iteration to iterate to convergence
|
||||
set algorithmType Newton
|
||||
algorithm $algorithmType;
|
||||
|
||||
# Static INTEGRATOR: -- determine the next time step for an analysis (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/689.htm)
|
||||
# LoadControl -- Specifies the incremental load factor to be applied to the loads in the domain
|
||||
# DisplacementControl -- Specifies the incremental displacement at a specified DOF in the domain
|
||||
# Minimum Unbalanced Displacement Norm -- Specifies the incremental load factor such that the residual displacement norm in minimized
|
||||
# Arc Length -- Specifies the incremental arc-length of the load-displacement path
|
||||
# Transient INTEGRATOR: -- determine the next time step for an analysis including inertial effects
|
||||
# Newmark -- The two parameter time-stepping method developed by Newmark
|
||||
# HHT -- The three parameter Hilbert-Hughes-Taylor time-stepping method
|
||||
# Central Difference -- Approximates velocity and acceleration by centered finite differences of displacement
|
||||
integrator DisplacementControl $IDctrlNode $IDctrlDOF $Dincr
|
||||
|
||||
# ANALYSIS -- defines what type of analysis is to be performed (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/324.htm)
|
||||
# Static Analysis -- solves the KU=R problem, without the mass or damping matrices.
|
||||
# Transient Analysis -- solves the time-dependent analysis. The time step in this type of analysis is constant. The time step in the output is also constant.
|
||||
# variableTransient Analysis -- performs the same analysis type as the Transient Analysis object. The time step, however, is variable. This method is used when
|
||||
# there are convergence problems with the Transient Analysis object at a peak or when the time step is too small. The time step in the output is also variable.
|
||||
analysis Static
|
||||
|
||||
# --------------------------------- perform Static Pushover Analysis
|
||||
set Nsteps [expr int($Dmax/$Dincr)]; # number of pushover analysis steps
|
||||
set ok [analyze $Nsteps]; # this will return zero if no convergence problems were encountered
|
||||
|
||||
# ---------------------------------- in case of convergence problems
|
||||
if {$ok != 0} {
|
||||
# change some analysis parameters to achieve convergence
|
||||
# performance is slower inside this loop
|
||||
set ok 0;
|
||||
set controlDisp 0.0; # start from zero
|
||||
set D0 0.0; # start from zero
|
||||
set Dstep [expr ($controlDisp-$D0)/($Dmax-$D0)]
|
||||
while {$Dstep < 1.0 && $ok == 0} {
|
||||
set controlDisp [nodeDisp $IDctrlNode $IDctrlDOF ]
|
||||
set Dstep [expr ($controlDisp-$D0)/($Dmax-$D0)]
|
||||
set ok [analyze 1 ]
|
||||
if {$ok != 0} {
|
||||
puts "Trying Newton with Initial Tangent .."
|
||||
test NormDispIncr $Tol 2000 0
|
||||
algorithm Newton -initial
|
||||
set ok [analyze 1 ]
|
||||
test $TestType $Tol $maxNumIter 0
|
||||
algorithm $algorithmType
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying Broyden .."
|
||||
algorithm Broyden 8
|
||||
set ok [analyze 1 ]
|
||||
algorithm $algorithmType
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying NewtonWithLineSearch .."
|
||||
algorithm NewtonLineSearch .8
|
||||
set ok [analyze 1 ]
|
||||
algorithm $algorithmType
|
||||
}
|
||||
}
|
||||
}; # end if ok !0
|
||||
|
||||
puts "DonePushover"
|
||||
|
||||
147
examples/data/Ex3.Canti2D.analyze.Dynamic.EQ.Uniform.tcl.txt
Normal file
147
examples/data/Ex3.Canti2D.analyze.Dynamic.EQ.Uniform.tcl.txt
Normal file
|
|
@ -0,0 +1,147 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 3. 2D Cantilever -- EQ ground motion
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
# execute this file after you have built the model, and after you apply gravity
|
||||
#
|
||||
|
||||
# Uniform Earthquake ground motion (uniform acceleration input at all support nodes)
|
||||
set GMdirection 1; # ground-motion direction
|
||||
set GMfile "BM68elc.acc" ; # ground-motion filenames
|
||||
set GMfact 1.5; # ground-motion scaling factor
|
||||
|
||||
# set up ground-motion-analysis parameters
|
||||
set DtAnalysis [expr 0.01*$sec]; # time-step Dt for lateral analysis
|
||||
set TmaxAnalysis [expr 10. *$sec]; # maximum duration of ground-motion analysis -- should be 50*$sec
|
||||
|
||||
# DYNAMIC ANALYSIS PARAMETERS
|
||||
# CONSTRAINTS handler -- Determines how the constraint equations are enforced in the analysis (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/617.htm)
|
||||
# Plain Constraints -- Removes constrained degrees of freedom from the system of equations
|
||||
# Lagrange Multipliers -- Uses the method of Lagrange multipliers to enforce constraints
|
||||
# Penalty Method -- Uses penalty numbers to enforce constraints
|
||||
# Transformation Method -- Performs a condensation of constrained degrees of freedom
|
||||
constraints Transformation ;
|
||||
|
||||
# DOF NUMBERER (number the degrees of freedom in the domain): (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/366.htm)
|
||||
# determines the mapping between equation numbers and degrees-of-freedom
|
||||
# Plain -- Uses the numbering provided by the user
|
||||
# RCM -- Renumbers the DOF to minimize the matrix band-width using the Reverse Cuthill-McKee algorithm
|
||||
numberer Plain
|
||||
|
||||
# SYSTEM (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/371.htm)
|
||||
# Linear Equation Solvers (how to store and solve the system of equations in the analysis)
|
||||
# -- provide the solution of the linear system of equations Ku = P. Each solver is tailored to a specific matrix topology.
|
||||
# ProfileSPD -- Direct profile solver for symmetric positive definite matrices
|
||||
# BandGeneral -- Direct solver for banded unsymmetric matrices
|
||||
# BandSPD -- Direct solver for banded symmetric positive definite matrices
|
||||
# SparseGeneral -- Direct solver for unsymmetric sparse matrices (-piv option)
|
||||
# SparseSPD -- Direct solver for symmetric sparse matrices
|
||||
# UmfPack -- Direct UmfPack solver for unsymmetric matrices
|
||||
system SparseGeneral -piv
|
||||
|
||||
# TEST: # convergence test to
|
||||
# Convergence TEST (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/360.htm)
|
||||
# -- Accept the current state of the domain as being on the converged solution path
|
||||
# -- determine if convergence has been achieved at the end of an iteration step
|
||||
# NormUnbalance -- Specifies a tolerance on the norm of the unbalanced load at the current iteration
|
||||
# NormDispIncr -- Specifies a tolerance on the norm of the displacement increments at the current iteration
|
||||
# EnergyIncr-- Specifies a tolerance on the inner product of the unbalanced load and displacement increments at the current iteration
|
||||
# RelativeNormUnbalance --
|
||||
# RelativeNormDispIncr --
|
||||
# RelativeEnergyIncr --
|
||||
set Tol 1.e-8; # Convergence Test: tolerance
|
||||
set maxNumIter 10; # Convergence Test: maximum number of iterations that will be performed before "failure to converge" is returned
|
||||
set printFlag 0; # Convergence Test: flag used to print information on convergence (optional) # 1: print information on each step;
|
||||
set TestType EnergyIncr; # Convergence-test type
|
||||
test $TestType $Tol $maxNumIter $printFlag;
|
||||
|
||||
# Solution ALGORITHM: -- Iterate from the last time step to the current (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/682.htm)
|
||||
# Linear -- Uses the solution at the first iteration and continues
|
||||
# Newton -- Uses the tangent at the current iteration to iterate to convergence
|
||||
# ModifiedNewton -- Uses the tangent at the first iteration to iterate to convergence
|
||||
# NewtonLineSearch --
|
||||
# KrylovNewton --
|
||||
# BFGS --
|
||||
# Broyden --
|
||||
set algorithmType ModifiedNewton
|
||||
algorithm $algorithmType;
|
||||
|
||||
# Static INTEGRATOR: -- determine the next time step for an analysis (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/689.htm)
|
||||
# LoadControl -- Specifies the incremental load factor to be applied to the loads in the domain
|
||||
# DisplacementControl -- Specifies the incremental displacement at a specified DOF in the domain
|
||||
# Minimum Unbalanced Displacement Norm -- Specifies the incremental load factor such that the residual displacement norm in minimized
|
||||
# Arc Length -- Specifies the incremental arc-length of the load-displacement path
|
||||
# Transient INTEGRATOR: -- determine the next time step for an analysis including inertial effects
|
||||
# Newmark -- The two parameter time-stepping method developed by Newmark
|
||||
# HHT -- The three parameter Hilbert-Hughes-Taylor time-stepping method
|
||||
# Central Difference -- Approximates velocity and acceleration by centered finite differences of displacement
|
||||
set NewmarkGamma 0.5; # Newmark-integrator gamma parameter (also HHT)
|
||||
set NewmarkBeta 0.25; # Newmark-integrator beta parameter
|
||||
integrator Newmark $NewmarkGamma $NewmarkBeta
|
||||
|
||||
# ANALYSIS -- defines what type of analysis is to be performed (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/324.htm)
|
||||
# Static Analysis -- solves the KU=R problem, without the mass or damping matrices.
|
||||
# Transient Analysis -- solves the time-dependent analysis. The time step in this type of analysis is constant. The time step in the output is also constant.
|
||||
# variableTransient Analysis -- performs the same analysis type as the Transient Analysis object. The time step, however, is variable. This method is used when
|
||||
# there are convergence problems with the Transient Analysis object at a peak or when the time step is too small. The time step in the output is also variable.
|
||||
analysis Transient
|
||||
|
||||
# define DAMPING--------------------------------------------------------------------------------------
|
||||
# apply Rayleigh DAMPING from $xDamp
|
||||
# D=$alphaM*M + $betaKcurr*Kcurrent + $betaKcomm*KlastCommit + $beatKinit*$Kinitial
|
||||
set xDamp 0.02; # 2% damping ratio
|
||||
set lambda [eigen 1]; # eigenvalue mode 1
|
||||
set omega [expr pow($lambda,0.5)];
|
||||
set alphaM 0.; # M-prop. damping; D = alphaM*M
|
||||
set betaKcurr 0.; # K-proportional damping; +beatKcurr*KCurrent
|
||||
set betaKcomm [expr 2.*$xDamp/($omega)]; # K-prop. damping parameter; +betaKcomm*KlastCommitt
|
||||
set betaKinit 0.; # initial-stiffness proportional damping +beatKinit*Kini
|
||||
# define damping
|
||||
rayleigh $alphaM $betaKcurr $betaKinit $betaKcomm; # RAYLEIGH damping
|
||||
|
||||
# --------------------------------- perform Dynamic Ground-Motion Analysis
|
||||
# Uniform EXCITATION: acceleration input
|
||||
set IDloadTag 400; # load tag
|
||||
set dt 0.01; # time step for input ground motion
|
||||
set GMfatt 1.0; # data in input file is in g Unifts -- ACCELERATION TH
|
||||
set AccelSeries "Series -dt $dt -filePath $GMfile -factor $GMfatt"; # time series information
|
||||
pattern UniformExcitation $IDloadTag $GMdirection -accel $AccelSeries ; # create Unifform excitation
|
||||
|
||||
set Nsteps [expr int($TmaxAnalysis/$DtAnalysis)];
|
||||
set ok [analyze $Nsteps $DtAnalysis]; # actually perform analysis; returns ok=0 if analysis was successful
|
||||
|
||||
if {$ok != 0} { ; # if analysis was not successful.
|
||||
# change some analysis parameters to achieve convergence
|
||||
# performance is slower inside this loop
|
||||
# Time-controlled analysis
|
||||
set ok 0;
|
||||
set controlTime [getTime];
|
||||
while {$controlTime < $TmaxAnalysis && $ok == 0} {
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
set controlTime [getTime]
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
if {$ok != 0} {
|
||||
puts "Trying Newton with Initial Tangent .."
|
||||
test NormDispIncr $Tol 1000 0
|
||||
algorithm Newton -initial
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
test $TestType $Tol $maxNumIter 0
|
||||
algorithm $algorithmType
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying Broyden .."
|
||||
algorithm Broyden 8
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
algorithm $algorithmType
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying NewtonWithLineSearch .."
|
||||
algorithm NewtonLineSearch .8
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
algorithm $algorithmType
|
||||
}
|
||||
}
|
||||
}; # end if ok !0
|
||||
|
||||
|
||||
|
||||
puts "Ground Motion Done. End Time: [getTime]"
|
||||
119
examples/data/Ex3.Canti2D.analyze.Static.Push.tcl.txt
Normal file
119
examples/data/Ex3.Canti2D.analyze.Static.Push.tcl.txt
Normal file
|
|
@ -0,0 +1,119 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 3. 2D Cantilever -- Static Pushover
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
# execute this file after you have built the model, and after you apply gravity
|
||||
#
|
||||
|
||||
# characteristics of pushover analysis
|
||||
set Dmax [expr 0.05*$LCol]; # maximum displacement of pushover. push to 10% drift.
|
||||
set Dincr [expr 0.001*$LCol]; # displacement increment for pushover. you want this to be very small, but not too small to slow down the analysis
|
||||
|
||||
# create load pattern for lateral pushover load
|
||||
set Hload [expr $Weight]; # define the lateral load as a proportion of the weight so that the pseudo time equals the lateral-load coefficient when using linear load pattern
|
||||
pattern Plain 200 Linear {; # define load pattern -- generalized
|
||||
load 2 $Hload 0.0 0.0 0.0 0.0 0.0
|
||||
}
|
||||
|
||||
# STATIC-ANALYSIS parameters
|
||||
# CONSTRAINTS handler -- Determines how the constraint equations are enforced in the analysis (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/617.htm)
|
||||
# Plain Constraints -- Removes constrained degrees of freedom from the system of equations (only for homogeneous equations)
|
||||
# Lagrange Multipliers -- Uses the method of Lagrange multipliers to enforce constraints
|
||||
# Penalty Method -- Uses penalty numbers to enforce constraints --good for static analysis with non-homogeneous eqns (rigidDiaphragm)
|
||||
# Transformation Method -- Performs a condensation of constrained degrees of freedom
|
||||
set constraintsType Plain; # default;
|
||||
constraints $constraintsType
|
||||
|
||||
# DOF NUMBERER (number the degrees of freedom in the domain): (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/366.htm)
|
||||
# determines the mapping between equation numbers and degrees-of-freedom
|
||||
# Plain -- Uses the numbering provided by the user
|
||||
# RCM -- Renumbers the DOF to minimize the matrix band-width using the Reverse Cuthill-McKee algorithm
|
||||
numberer Plain
|
||||
|
||||
# SYSTEM (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/371.htm)
|
||||
# Linear Equation Solvers (how to store and solve the system of equations in the analysis)
|
||||
# -- provide the solution of the linear system of equations Ku = P. Each solver is tailored to a specific matrix topology.
|
||||
# ProfileSPD -- Direct profile solver for symmetric positive definite matrices
|
||||
# BandGeneral -- Direct solver for banded unsymmetric matrices
|
||||
# BandSPD -- Direct solver for banded symmetric positive definite matrices
|
||||
# SparseGeneral -- Direct solver for unsymmetric sparse matrices
|
||||
# SparseSPD -- Direct solver for symmetric sparse matrices
|
||||
# UmfPack -- Direct UmfPack solver for unsymmetric matrices
|
||||
system BandGeneral
|
||||
|
||||
# TEST: # convergence test to
|
||||
# Convergence TEST (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/360.htm)
|
||||
# -- Accept the current state of the domain as being on the converged solution path
|
||||
# -- determine if convergence has been achieved at the end of an iteration step
|
||||
# NormUnbalance -- Specifies a tolerance on the norm of the unbalanced load at the current iteration
|
||||
# NormDispIncr -- Specifies a tolerance on the norm of the displacement increments at the current iteration
|
||||
# EnergyIncr-- Specifies a tolerance on the inner product of the unbalanced load and displacement increments at the current iteration
|
||||
set Tol 1.e-8; # Convergence Test: tolerance
|
||||
set maxNumIter 6; # Convergence Test: maximum number of iterations that will be performed before "failure to converge" is returned
|
||||
set printFlag 0; # Convergence Test: flag used to print information on convergence (optional) # 1: print information on each step;
|
||||
set TestType EnergyIncr; # Convergence-test type
|
||||
test $TestType $Tol $maxNumIter $printFlag;
|
||||
|
||||
# Solution ALGORITHM: -- Iterate from the last time step to the current (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/682.htm)
|
||||
# Linear -- Uses the solution at the first iteration and continues
|
||||
# Newton -- Uses the tangent at the current iteration to iterate to convergence
|
||||
# ModifiedNewton -- Uses the tangent at the first iteration to iterate to convergence
|
||||
set algorithmType Newton
|
||||
algorithm $algorithmType;
|
||||
|
||||
# Static INTEGRATOR: -- determine the next time step for an analysis (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/689.htm)
|
||||
# LoadControl -- Specifies the incremental load factor to be applied to the loads in the domain
|
||||
# DisplacementControl -- Specifies the incremental displacement at a specified DOF in the domain
|
||||
# Minimum Unbalanced Displacement Norm -- Specifies the incremental load factor such that the residual displacement norm in minimized
|
||||
# Arc Length -- Specifies the incremental arc-length of the load-displacement path
|
||||
# Transient INTEGRATOR: -- determine the next time step for an analysis including inertial effects
|
||||
# Newmark -- The two parameter time-stepping method developed by Newmark
|
||||
# HHT -- The three parameter Hilbert-Hughes-Taylor time-stepping method
|
||||
# Central Difference -- Approximates velocity and acceleration by centered finite differences of displacement
|
||||
integrator DisplacementControl $IDctrlNode $IDctrlDOF $Dincr
|
||||
|
||||
# ANALYSIS -- defines what type of analysis is to be performed (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/324.htm)
|
||||
# Static Analysis -- solves the KU=R problem, without the mass or damping matrices.
|
||||
# Transient Analysis -- solves the time-dependent analysis. The time step in this type of analysis is constant. The time step in the output is also constant.
|
||||
# variableTransient Analysis -- performs the same analysis type as the Transient Analysis object. The time step, however, is variable. This method is used when
|
||||
# there are convergence problems with the Transient Analysis object at a peak or when the time step is too small. The time step in the output is also variable.
|
||||
analysis Static
|
||||
|
||||
|
||||
# --------------------------------- perform Static Pushover Analysis
|
||||
set Nsteps [expr int($Dmax/$Dincr)]; # number of pushover analysis steps
|
||||
set ok [analyze $Nsteps]; # this will return zero if no convergence problems were encountered
|
||||
|
||||
if {$ok != 0} {
|
||||
# if analysis fails, we try some other stuff, performance is slower inside this loop
|
||||
set ok 0;
|
||||
set controlDisp 0.0;
|
||||
set D0 0.0; # analysis starts from zero
|
||||
set Dstep [expr ($controlDisp-$D0)/($Dmax-$D0)]
|
||||
while {$Dstep < 1.0 && $ok == 0} {
|
||||
set controlDisp [nodeDisp $IDctrlNode $IDctrlDOF ]
|
||||
set Dstep [expr ($controlDisp-$D0)/($Dmax-$D0)]
|
||||
set ok [analyze 1 ]
|
||||
if {$ok != 0} {
|
||||
puts "Trying Newton with Initial Tangent .."
|
||||
test NormDispIncr $Tol 2000 0
|
||||
algorithm Newton -initial
|
||||
set ok [analyze 1 ]
|
||||
test $TestType $Tol $maxNumIter 0
|
||||
algorithm $algorithmType
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying Broyden .."
|
||||
algorithm Broyden 8
|
||||
set ok [analyze 1 ]
|
||||
algorithm $algorithmType
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying NewtonWithLineSearch .."
|
||||
algorithm NewtonLineSearch .8
|
||||
set ok [analyze 1 ]
|
||||
algorithm $algorithmType
|
||||
}
|
||||
}; # end while loop
|
||||
}; # end if ok !0
|
||||
|
||||
puts "Pushover Done. Control Disp=[nodeDisp $IDctrlNode $IDctrlDOF]"
|
||||
116
examples/data/Ex3.Canti2D.build.ElasticElement.tcl.txt
Normal file
116
examples/data/Ex3.Canti2D.build.ElasticElement.tcl.txt
Normal file
|
|
@ -0,0 +1,116 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 3. 2D Cantilever -- Build Model
|
||||
# elasticBeamColumn element
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 2 __
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# (1) LCol
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# =1= _|_ -------->X
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
wipe; # clear memory of all past model definitions
|
||||
model BasicBuilder -ndm 2 -ndf 3; # Define the model builder, ndm=#dimension, ndf=#dofs
|
||||
set dataDir Data; # set up name for data directory
|
||||
file mkdir $dataDir/; # create data directory
|
||||
set GMdir "../GMfiles"; # ground-motion file directory
|
||||
|
||||
# define UNITS ----------------------------------------------------------------------------
|
||||
set in 1.; # define basic units -- output units
|
||||
set kip 1.; # define basic units -- output units
|
||||
set sec 1.; # define basic units -- output units
|
||||
set LunitTXT "inch"; # define basic-unit text for output
|
||||
set FunitTXT "kip"; # define basic-unit text for output
|
||||
set TunitTXT "sec"; # define basic-unit text for output
|
||||
set ft [expr 12.*$in]; # define engineering units
|
||||
set ksi [expr $kip/pow($in,2)];
|
||||
set psi [expr $ksi/1000.];
|
||||
set lbf [expr $psi*$in*$in]; # pounds force
|
||||
set pcf [expr $lbf/pow($ft,3)]; # pounds per cubic foot
|
||||
set in2 [expr $in*$in]; # inch^2
|
||||
set in4 [expr $in*$in*$in*$in]; # inch^4
|
||||
set cm [expr $in/2.54]; # centimeter, needed for displacement input in MultipleSupport excitation
|
||||
set PI [expr 2*asin(1.0)]; # define constants
|
||||
set g [expr 32.2*$ft/pow($sec,2)]; # gravitational acceleration
|
||||
set Ubig 1.e10; # a really large number
|
||||
set Usmall [expr 1/$Ubig]; # a really small number
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
set LCol [expr 36*$ft]; # column length
|
||||
set Weight [expr 2000.*$kip]; # superstructure weight
|
||||
# define section geometry
|
||||
set HCol [expr 5.*$ft]; # Column Depth
|
||||
set BCol [expr 5.*$ft]; # Column Width
|
||||
|
||||
# calculated parameters
|
||||
set PCol [expr $Weight]; # nodal dead-load weight per column
|
||||
set Mass [expr $PCol/$g]; # nodal mass
|
||||
# calculated geometry parameters
|
||||
set ACol [expr $BCol*$HCol]; # cross-sectional area
|
||||
set IzCol [expr 1./12.*$BCol*pow($HCol,3)]; # Column moment of inertia
|
||||
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X, Y
|
||||
node 2 0 $LCol
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1; # node DX DY RZ
|
||||
|
||||
# we need to set up parameters that are particular to the model.
|
||||
set IDctrlNode 2; # node where displacement is read for displacement control
|
||||
set IDctrlDOF 1; # degree of freedom of displacement read for displacement control
|
||||
set iSupportNode "1"; # define support node, if needed.
|
||||
|
||||
# nodal masses:
|
||||
mass 2 $Mass 1e-9 0.; # node#, Mx My Mz, Mass=Weight/g, neglect rotational inertia at nodes
|
||||
|
||||
# Define ELEMENTS -------------------------------------------------------------
|
||||
# Material parameters
|
||||
set fc [expr -4.*$ksi]; # CONCRETE Compressive Strength (+Tension, -Compression)
|
||||
set Ec [expr 57*$ksi*sqrt(-$fc/$psi)]; # Concrete Elastic Modulus
|
||||
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
set ColTransfTag 1; # associate a tag to column transformation
|
||||
set ColTransfType Linear ; # options, Linear PDelta Corotational
|
||||
geomTransf $ColTransfType $ColTransfTag ;
|
||||
|
||||
# element connectivity:
|
||||
element elasticBeamColumn 1 1 2 $ACol $Ec $IzCol $ColTransfTag; # self-explanatory when using variables
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file $dataDir/DFree.out -time -node 2 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file $dataDir/DBase.out -time -node 1 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file $dataDir/RBase.out -time -node 1 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file $dataDir/Drift.out -time -iNode 1 -jNode 2 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file $dataDir/FCol.out -time -ele 1 globalForce; # element forces -- column
|
||||
recorder Element -xml $dataDir/PlasticRotation.out -time -ele 1 plasticRotation; # section deformations, axial and curvature, node j
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
pattern Plain 1 Linear {
|
||||
load 2 0 -$PCol 0
|
||||
}
|
||||
|
||||
# ------------------------------------------------- apply gravity load
|
||||
set Tol 1.0e-8; # convergence tolerance for test
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr $Tol 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
set NstepGravity 10; # apply gravity in 10 steps
|
||||
set DGravity [expr 1./$NstepGravity]; # first load increment;
|
||||
integrator LoadControl $DGravity; # determine the next time step for an analysis
|
||||
analysis Static; # define type of analysis static or transient
|
||||
analyze $NstepGravity; # apply gravity
|
||||
# ------------------------------------------------- maintain constant gravity loads and reset time to zero
|
||||
loadConst -time 0.0
|
||||
|
||||
puts "Model Built"
|
||||
179
examples/data/Ex3.Canti2D.build.InelasticFiberSection.tcl.txt
Normal file
179
examples/data/Ex3.Canti2D.build.InelasticFiberSection.tcl.txt
Normal file
|
|
@ -0,0 +1,179 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 3. 2D Cantilever -- Build Model
|
||||
# nonlinearBeamColumn element, uniaxial inelastic section
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 2 __
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# (1) LCol
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# =1= _|_ -------->X
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
wipe; # clear memory of all past model definitions
|
||||
model BasicBuilder -ndm 2 -ndf 3; # Define the model builder, ndm=#dimension, ndf=#dofs
|
||||
set dataDir Data; # set up name for data directory
|
||||
file mkdir $dataDir/; # create data directory
|
||||
set GMdir "../GMfiles"; # ground-motion file directory
|
||||
|
||||
# define UNITS ----------------------------------------------------------------------------
|
||||
set in 1.; # define basic units -- output units
|
||||
set kip 1.; # define basic units -- output units
|
||||
set sec 1.; # define basic units -- output units
|
||||
set LunitTXT "inch"; # define basic-unit text for output
|
||||
set FunitTXT "kip"; # define basic-unit text for output
|
||||
set TunitTXT "sec"; # define basic-unit text for output
|
||||
set ft [expr 12.*$in]; # define engineering units
|
||||
set ksi [expr $kip/pow($in,2)];
|
||||
set psi [expr $ksi/1000.];
|
||||
set lbf [expr $psi*$in*$in]; # pounds force
|
||||
set pcf [expr $lbf/pow($ft,3)]; # pounds per cubic foot
|
||||
set in2 [expr $in*$in]; # inch^2
|
||||
set in4 [expr $in*$in*$in*$in]; # inch^4
|
||||
set cm [expr $in/2.54]; # centimeter, needed for displacement input in MultipleSupport excitation
|
||||
set PI [expr 2*asin(1.0)]; # define constants
|
||||
set g [expr 32.2*$ft/pow($sec,2)]; # gravitational acceleration
|
||||
set Ubig 1.e10; # a really large number
|
||||
set Usmall [expr 1/$Ubig]; # a really small number
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
set LCol [expr 36*$ft]; # column length
|
||||
set Weight [expr 2000.*$kip]; # superstructure weight
|
||||
# define section geometry
|
||||
set HCol [expr 5.*$ft]; # Column Depth
|
||||
set BCol [expr 5.*$ft]; # Column Width
|
||||
|
||||
# calculated parameters
|
||||
set PCol [expr $Weight]; # nodal dead-load weight per column
|
||||
set Mass [expr $PCol/$g]; # nodal mass
|
||||
# calculated geometry parameters
|
||||
set ACol [expr $BCol*$HCol]; # cross-sectional area
|
||||
set IzCol [expr 1./12.*$BCol*pow($HCol,3)]; # Column moment of inertia
|
||||
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X, Y
|
||||
node 2 0 $LCol
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1; # node DX DY RZ
|
||||
|
||||
# we need to set up parameters that are particular to the model.
|
||||
set IDctrlNode 2; # node where displacement is read for displacement control
|
||||
set IDctrlDOF 1; # degree of freedom of displacement read for displacement control
|
||||
set iSupportNode "1"; # define support node, if needed.
|
||||
|
||||
# nodal masses:
|
||||
mass 2 $Mass 1e-9 0.; # node#, Mx My Mz, Mass=Weight/g, neglect rotational inertia at nodes
|
||||
|
||||
# Define ELEMENTS & SECTIONS -------------------------------------------------------------
|
||||
set ColSecTag 1; # assign a tag number to the column section
|
||||
# define section geometry
|
||||
set coverCol [expr 5.*$in]; # Column cover to reinforcing steel NA.
|
||||
set numBarsCol 20; # number of longitudinal-reinforcement bars in column. (symmetric top & bot)
|
||||
set barAreaCol [expr 2.25*$in2]; # area of longitudinal-reinforcement bars
|
||||
|
||||
|
||||
# MATERIAL parameters -------------------------------------------------------------------
|
||||
set IDconcU 1; # material ID tag -- unconfined cover concrete
|
||||
set IDreinf 2; # material ID tag -- reinforcement
|
||||
# nominal concrete compressive strength
|
||||
set fc [expr -4.0*$ksi]; # CONCRETE Compressive Strength, ksi (+Tension, -Compression)
|
||||
set Ec [expr 57*$ksi*sqrt(-$fc/$psi)]; # Concrete Elastic Modulus
|
||||
# unconfined concrete
|
||||
set fc1U $fc; # UNCONFINED concrete (todeschini parabolic model), maximum stress
|
||||
set eps1U -0.003; # strain at maximum strength of unconfined concrete
|
||||
set fc2U [expr 0.2*$fc1U]; # ultimate stress
|
||||
set eps2U -0.01; # strain at ultimate stress
|
||||
set lambda 0.1; # ratio between unloading slope at $eps2 and initial slope $Ec
|
||||
# tensile-strength properties
|
||||
set ftU [expr -0.14*$fc1U]; # tensile strength +tension
|
||||
set Ets [expr $ftU/0.002]; # tension softening stiffness
|
||||
# -----------
|
||||
set Fy [expr 66.8*$ksi]; # STEEL yield stress
|
||||
set Es [expr 29000.*$ksi]; # modulus of steel
|
||||
set Bs 0.01; # strain-hardening ratio
|
||||
set R0 18; # control the transition from elastic to plastic branches
|
||||
set cR1 0.925; # control the transition from elastic to plastic branches
|
||||
set cR2 0.15; # control the transition from elastic to plastic branches
|
||||
uniaxialMaterial Concrete02 $IDconcU $fc1U $eps1U $fc2U $eps2U $lambda $ftU $Ets; # build cover concrete (unconfined)
|
||||
uniaxialMaterial Steel02 $IDreinf $Fy $Es $Bs $R0 $cR1 $cR2; # build reinforcement material
|
||||
|
||||
# FIBER SECTION properties -------------------------------------------------------------
|
||||
# symmetric section
|
||||
# y
|
||||
# ^
|
||||
# |
|
||||
# --------------------- -- --
|
||||
# | o o o | | -- cover
|
||||
# | | |
|
||||
# | | |
|
||||
# z <--- | + | H
|
||||
# | | |
|
||||
# | | |
|
||||
# | o o o | | -- cover
|
||||
# --------------------- -- --
|
||||
# |-------- B --------|
|
||||
#
|
||||
# RC section:
|
||||
set coverY [expr $HCol/2.0]; # The distance from the section z-axis to the edge of the cover concrete -- outer edge of cover concrete
|
||||
set coverZ [expr $BCol/2.0]; # The distance from the section y-axis to the edge of the cover concrete -- outer edge of cover concrete
|
||||
set coreY [expr $coverY-$coverCol]
|
||||
set coreZ [expr $coverZ-$coverCol]
|
||||
set nfY 16; # number of fibers for concrete in y-direction
|
||||
set nfZ 4; # number of fibers for concrete in z-direction
|
||||
section fiberSec $ColSecTag {; # Define the fiber section
|
||||
patch quadr $IDconcU $nfZ $nfY -$coverY $coverZ -$coverY -$coverZ $coverY -$coverZ $coverY $coverZ; # Define the concrete patch
|
||||
layer straight $IDreinf $numBarsCol $barAreaCol -$coreY $coreZ -$coreY -$coreZ; # top layer reinfocement
|
||||
layer straight $IDreinf $numBarsCol $barAreaCol $coreY $coreZ $coreY -$coreZ; # bottom layer reinforcement
|
||||
}; # end of fibersection definition
|
||||
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
set ColTransfTag 1; # associate a tag to column transformation
|
||||
set ColTransfType Linear ; # options, Linear PDelta Corotational
|
||||
geomTransf $ColTransfType $ColTransfTag ;
|
||||
|
||||
|
||||
# element connectivity:
|
||||
set numIntgrPts 5; # number of integration points for force-based element
|
||||
element nonlinearBeamColumn 1 1 2 $numIntgrPts $ColSecTag $ColTransfTag; # self-explanatory when using variables
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file $dataDir/DFree.out -time -node 2 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file $dataDir/DBase.out -time -node 1 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file $dataDir/RBase.out -time -node 1 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file $dataDir/Drift.out -time -iNode 1 -jNode 2 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file $dataDir/FCol.out -time -ele 2 globalForce; # element forces -- column
|
||||
recorder Element -file $dataDir/ForceColSec1.out -time -ele 1 section 1 force; # Column section forces, axial and moment, node i
|
||||
recorder Element -file $dataDir/DefoColSec1.out -time -ele 1 section 1 deformation; # section deformations, axial and curvature, node i
|
||||
recorder Element -file $dataDir/ForceColSec$numIntgrPts.out -time -ele 1 section $numIntgrPts force; # section forces, axial and moment, node j
|
||||
recorder Element -file $dataDir/DefoColSec$numIntgrPts.out -time -ele 1 section 1 deformation; # section deformations, axial and curvature, node j
|
||||
recorder Element -xml $dataDir/PlasticRotation.out -time -ele 1 plasticRotation; # section deformations, axial and curvature, node j
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
pattern Plain 1 Linear {
|
||||
load 2 0 -$PCol 0
|
||||
}
|
||||
|
||||
# Gravity-analysis parameters -- load-controlled static analysis
|
||||
set Tol 1.0e-8; # convergence tolerance for test
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr $Tol 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
set NstepGravity 10; # apply gravity in 10 steps
|
||||
set DGravity [expr 1./$NstepGravity]; # first load increment;
|
||||
integrator LoadControl $DGravity; # determine the next time step for an analysis
|
||||
analysis Static; # define type of analysis static or transient
|
||||
analyze $NstepGravity; # apply gravity
|
||||
# ------------------------------------------------- maintain constant gravity loads and reset time to zero
|
||||
loadConst -time 0.0
|
||||
|
||||
puts "Model Built"
|
||||
139
examples/data/Ex3.Canti2D.build.InelasticSection.tcl.txt
Normal file
139
examples/data/Ex3.Canti2D.build.InelasticSection.tcl.txt
Normal file
|
|
@ -0,0 +1,139 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example 3. 2D Cantilever -- Build Model
|
||||
# nonlinearBeamColumn element, inelastic fiber section
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 2 __
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# (1) LCol
|
||||
# | |
|
||||
# | |
|
||||
# | |
|
||||
# =1= _|_ -------->X
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
wipe; # clear memory of all past model definitions
|
||||
model BasicBuilder -ndm 2 -ndf 3; # Define the model builder, ndm=#dimension, ndf=#dofs
|
||||
set dataDir Data; # set up name for data directory
|
||||
file mkdir $dataDir/; # create data directory
|
||||
set GMdir "../GMfiles"; # ground-motion file directory
|
||||
|
||||
# define UNITS ----------------------------------------------------------------------------
|
||||
set in 1.; # define basic units -- output units
|
||||
set kip 1.; # define basic units -- output units
|
||||
set sec 1.; # define basic units -- output units
|
||||
set LunitTXT "inch"; # define basic-unit text for output
|
||||
set FunitTXT "kip"; # define basic-unit text for output
|
||||
set TunitTXT "sec"; # define basic-unit text for output
|
||||
set ft [expr 12.*$in]; # define engineering units
|
||||
set ksi [expr $kip/pow($in,2)];
|
||||
set psi [expr $ksi/1000.];
|
||||
set lbf [expr $psi*$in*$in]; # pounds force
|
||||
set pcf [expr $lbf/pow($ft,3)]; # pounds per cubic foot
|
||||
set in2 [expr $in*$in]; # inch^2
|
||||
set in4 [expr $in*$in*$in*$in]; # inch^4
|
||||
set cm [expr $in/2.54]; # centimeter, needed for displacement input in MultipleSupport excitation
|
||||
set PI [expr 2*asin(1.0)]; # define constants
|
||||
set g [expr 32.2*$ft/pow($sec,2)]; # gravitational acceleration
|
||||
set Ubig 1.e10; # a really large number
|
||||
set Usmall [expr 1/$Ubig]; # a really small number
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
set LCol [expr 36*$ft]; # column length
|
||||
set Weight [expr 2000.*$kip]; # superstructure weight
|
||||
# define section geometry
|
||||
set HCol [expr 5.*$ft]; # Column Depth
|
||||
set BCol [expr 5.*$ft]; # Column Width
|
||||
|
||||
# calculated parameters
|
||||
set PCol [expr $Weight]; # nodal dead-load weight per column
|
||||
set Mass [expr $PCol/$g]; # nodal mass
|
||||
# calculated geometry parameters
|
||||
set ACol [expr $BCol*$HCol]; # cross-sectional area
|
||||
set IzCol [expr 1./12.*$BCol*pow($HCol,3)]; # Column moment of inertia
|
||||
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X, Y
|
||||
node 2 0 $LCol
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 1; # node DX DY RZ
|
||||
|
||||
# we need to set up parameters that are particular to the model.
|
||||
set IDctrlNode 2; # node where displacement is read for displacement control
|
||||
set IDctrlDOF 1; # degree of freedom of displacement read for displacement control
|
||||
set iSupportNode "1"; # define support node, if needed.
|
||||
|
||||
# nodal masses:
|
||||
mass 2 $Mass 1e-9 0.; # node#, Mx My Mz, Mass=Weight/g, neglect rotational inertia at nodes
|
||||
|
||||
# Define ELEMENTS & SECTIONS -------------------------------------------------------------
|
||||
set ColMatTagFlex 2; # assign a tag number to the column flexural behavior
|
||||
set ColMatTagAxial 3; # assign a tag number to the column axial behavior
|
||||
set ColSecTag 1; # assign a tag number to the column section tag
|
||||
set BeamSecTag 2; # assign a tag number to the beam section tag
|
||||
|
||||
# MATERIAL parameters
|
||||
set fc [expr -4*$ksi]; # CONCRETE Compressive Strength (+Tension, -Compression)
|
||||
set Ec [expr 57*$ksi*sqrt(-$fc/$psi)]; # Concrete Elastic Modulus
|
||||
|
||||
# COLUMN section
|
||||
# calculated stiffness parameters
|
||||
set EICol [expr $Ec*$IzCol]; # EI, for moment-curvature relationship
|
||||
set EACol [expr $Ec*$ACol]; # EA, for axial-force-strain relationship
|
||||
set MyCol [expr 130000*$kip*$in]; # yield moment
|
||||
set PhiYCol [expr 0.65e-4/$in]; # yield curvature
|
||||
set EIColCrack [expr $MyCol/$PhiYCol]; # cracked section inertia
|
||||
set b 0.01 ; # strain-hardening ratio (ratio between post-yield tangent and initial elastic tangent)
|
||||
uniaxialMaterial Steel01 $ColMatTagFlex $MyCol $EIColCrack $b; # bilinear behavior for flexure
|
||||
uniaxialMaterial Elastic $ColMatTagAxial $EACol; # this is not used as a material, this is an axial-force-strain response
|
||||
section Aggregator $ColSecTag $ColMatTagAxial P $ColMatTagFlex Mz; # combine axial and flexural behavior into one section (no P-M interaction here)
|
||||
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
set ColTransfTag 1; # associate a tag to column transformation
|
||||
set ColTransfType Linear ; # options, Linear PDelta Corotational
|
||||
geomTransf $ColTransfType $ColTransfTag ;
|
||||
|
||||
# element connectivity:
|
||||
set numIntgrPts 5; # number of integration points for force-based element
|
||||
element nonlinearBeamColumn 1 1 2 $numIntgrPts $ColSecTag $ColTransfTag; # self-explanatory when using variables
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file $dataDir/DFree.out -time -node 2 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file $dataDir/DBase.out -time -node 1 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file $dataDir/RBase.out -time -node 1 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file Data/Drift.out -time -iNode 1 -jNode 2 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file $dataDir/FCol.out -time -ele 2 globalForce; # element forces -- column
|
||||
recorder Element -file $dataDir/ForceColSec1.out -time -ele 1 section 1 force; # Column section forces, axial and moment, node i
|
||||
recorder Element -file $dataDir/DefoColSec1.out -time -ele 1 section 1 deformation; # section deformations, axial and curvature, node i
|
||||
recorder Element -file $dataDir/ForceColSec$numIntgrPts.out -time -ele 1 section $numIntgrPts force; # section forces, axial and moment, node j
|
||||
recorder Element -file $dataDir/DefoColSec$numIntgrPts.out -time -ele 1 section $numIntgrPts deformation; # section deformations, axial and curvature, node j
|
||||
recorder Element -xml $dataDir/PlasticRotation.out -time -ele 1 plasticRotation; # section deformations, axial and curvature, node j
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
pattern Plain 1 Linear {
|
||||
load 2 0 -$PCol 0
|
||||
}
|
||||
|
||||
# Gravity-analysis parameters -- load-controlled static analysis
|
||||
set Tol 1.0e-8; # convergence tolerance for test
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr $Tol 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
set NstepGravity 10; # apply gravity in 10 steps
|
||||
set DGravity [expr 1./$NstepGravity]; # first load increment;
|
||||
integrator LoadControl $DGravity; # determine the next time step for an analysis
|
||||
analysis Static; # define type of analysis static or transient
|
||||
analyze $NstepGravity; # apply gravity
|
||||
|
||||
# ------------------------------------------------- maintain constant gravity loads and reset time to zero
|
||||
loadConst -time 0.0
|
||||
|
||||
puts "Model Built"
|
||||
|
|
@ -0,0 +1,78 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example4. 2D Portal Frame-- Dynamic sine-wave input analysis
|
||||
# Silvia Mazzoni, 2006
|
||||
# execute this file after you have built the model, and after you apply gravity
|
||||
#
|
||||
|
||||
# Uniform Sine-Wave ground motion (uniform acceleration input at all support nodes)
|
||||
set GMdirection 1; # ground-motion direction
|
||||
set GMSineAccAmpl [expr 0.5*$g]; # sine ground-motion acceleration amplitude (this is the support motion, not the free-node motion)
|
||||
set TPeriodSine [expr 0.35*$sec]; # period of input sine wave
|
||||
set DurationSine [expr 3.*$sec]; # duration of input sine wave
|
||||
|
||||
# set up ground-motion-analysis parameters
|
||||
set DtAnalysis [expr 0.01*$sec]; # time-step Dt for lateral analysis
|
||||
set TmaxAnalysis [expr 10. *$sec]; # maximum duration of ground-motion analysis -- should be 50*$sec
|
||||
|
||||
# ----------- set up analysis parameters
|
||||
source LibAnalysisDynamicParameters.tcl; # constraintsHandler,DOFnumberer,system-ofequations,convergenceTest,solutionAlgorithm,integrator
|
||||
|
||||
# define DAMPING--------------------------------------------------------------------------------------
|
||||
# apply Rayleigh DAMPING from $xDamp
|
||||
# D=$alphaM*M + $betaKcurr*Kcurrent + $betaKcomm*KlastCommit + $beatKinit*$Kinitial
|
||||
set xDamp 0.02; # 2% damping ratio
|
||||
set lambda [eigen 1]; # eigenvalue mode 1
|
||||
set omega [expr pow($lambda,0.5)];
|
||||
set alphaM 0.; # M-prop. damping; D = alphaM*M
|
||||
set betaKcurr 0.; # K-proportional damping; +beatKcurr*KCurrent
|
||||
set betaKcomm [expr 2.*$xDamp/($omega)]; # K-prop. damping parameter; +betaKcomm*KlastCommitt
|
||||
set betaKinit 0.; # initial-stiffness proportional damping +beatKinit*Kini
|
||||
rayleigh $alphaM $betaKcurr $betaKinit $betaKcomm; # RAYLEIGH damping
|
||||
|
||||
# --------------------------------- perform Dynamic Ground-Motion Analysis
|
||||
# the following commands are unique to the Sine-Wave excitation
|
||||
set IDloadTag 400; # for uniformSupport excitation
|
||||
set DtGround [expr 0.005*$sec]; # time-step Dt for input grond motion
|
||||
set omegaSine [expr 2*$PI/$TPeriodSine];
|
||||
set vel0 [expr $GMSineAccAmpl*(-1)/$omegaSine];
|
||||
set AccelSeries "Sine 0. $DurationSine $TPeriodSine -factor $GMSineAccAmpl "
|
||||
pattern UniformExcitation $IDloadTag $GMdirection -accel $AccelSeries -vel0 $vel0
|
||||
|
||||
set Nsteps [expr int($TmaxAnalysis/$DtAnalysis)];
|
||||
set ok [analyze $Nsteps $DtAnalysis]; # actually perform analysis; returns ok=0 if analysis was successful
|
||||
|
||||
if {$ok != 0} { ; # analysis was not successful.
|
||||
# --------------------------------------------------------------------------------------------------
|
||||
# change some analysis parameters to achieve convergence
|
||||
# performance is slower inside this loop
|
||||
# Time-controlled analysis
|
||||
set ok 0;
|
||||
set controlTime [getTime];
|
||||
while {$controlTime < $TmaxAnalysis && $ok == 0} {
|
||||
set controlTime [getTime]
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
if {$ok != 0} {
|
||||
puts "Trying Newton with Initial Tangent .."
|
||||
test NormDispIncr $Tol 1000 0
|
||||
algorithm Newton -initial
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
test $testTypeDynamic $TolDynamic $maxNumIterDynamic 0
|
||||
algorithm $algorithmTypeDynamic
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying Broyden .."
|
||||
algorithm Broyden 8
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
algorithm $algorithmTypeDynamic
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying NewtonWithLineSearch .."
|
||||
algorithm NewtonLineSearch .8
|
||||
set ok [analyze 1 $DtAnalysis]
|
||||
algorithm $algorithmTypeDynamic
|
||||
}
|
||||
}
|
||||
}; # end if ok !0
|
||||
|
||||
|
||||
puts "Ground Motion Done. End Time: [getTime]"
|
||||
69
examples/data/Ex4.Portal2D.analyze.Static.Push.tcl.txt
Normal file
69
examples/data/Ex4.Portal2D.analyze.Static.Push.tcl.txt
Normal file
|
|
@ -0,0 +1,69 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example4. 2D Portal Frame-- Static Pushover Analysis
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
# execute this file after you have built the model, and after you apply gravity
|
||||
#
|
||||
|
||||
# we need to set up parameters that are particular to the model.
|
||||
set IDctrlNode 3; # node where displacement is read for displacement control
|
||||
set IDctrlDOF 1; # degree of freedom of displacement read for displacement contro
|
||||
# characteristics of pushover analysis
|
||||
set Dmax [expr 0.1*$LCol]; # maximum displacement of pushover. push to 10% drift.
|
||||
set Dincr [expr 0.001*$LCol]; # displacement increment for pushover. you want this to be very small, but not too small to slow down the analysis
|
||||
|
||||
# create load pattern for lateral pushover load
|
||||
set Hload [expr $Weight/2]; # define the lateral load as a proportion of the weight so that the pseudo time equals the lateral-load coefficient when using linear load pattern
|
||||
set iPushNode "3 4"; # define nodes where lateral load is applied in static lateral analysis
|
||||
pattern Plain 200 Linear {; # define load pattern -- generalized
|
||||
foreach PushNode $iPushNode {
|
||||
load $PushNode $Hload 0.0 0.0 0.0 0.0 0.0
|
||||
}
|
||||
}
|
||||
|
||||
# ----------- set up analysis parameters
|
||||
source LibAnalysisStaticParameters.tcl; # constraintsHandler,DOFnumberer,system-ofequations,convergenceTest,solutionAlgorithm,integrator
|
||||
|
||||
# --------------------------------- perform Static Pushover Analysis
|
||||
set Nsteps [expr int($Dmax/$Dincr)]; # number of pushover analysis steps
|
||||
set ok [analyze $Nsteps]; # this will return zero if no convergence problems were encountered
|
||||
set fmt1 "%s Pushover analysis: CtrlNode %.3i, dof %.1i, Disp=%.4f %s"; # format for screen/file output of DONE/PROBLEM analysis
|
||||
if {$ok != 0} {
|
||||
# if analysis fails, we try some other stuff, performance is slower inside this loop
|
||||
set Dstep 0.0;
|
||||
set ok 0
|
||||
while {$Dstep <= 1.0 && $ok == 0} {
|
||||
set controlDisp [nodeDisp $IDctrlNode $IDctrlDOF ]
|
||||
set Dstep [expr $controlDisp/$Dmax]
|
||||
set ok [analyze 1 ]
|
||||
# if analysis fails, we try some other stuff
|
||||
# performance is slower inside this loop global maxNumIterStatic; # max no. of iterations performed before "failure to converge" is ret'd
|
||||
if {$ok != 0} {
|
||||
puts "Trying Newton with Initial Tangent .."
|
||||
test NormDispIncr $Tol 2000 0
|
||||
algorithm Newton -initial
|
||||
set ok [analyze 1]
|
||||
test $testTypeStatic $TolStatic $maxNumIterStatic 0
|
||||
algorithm $algorithmTypeStatic
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying Broyden .."
|
||||
algorithm Broyden 8
|
||||
set ok [analyze 1 ]
|
||||
algorithm $algorithmTypeStatic
|
||||
}
|
||||
if {$ok != 0} {
|
||||
puts "Trying NewtonWithLineSearch .."
|
||||
algorithm NewtonLineSearch 0.8
|
||||
set ok [analyze 1]
|
||||
algorithm $algorithmTypeStatic
|
||||
}
|
||||
|
||||
}; # end while loop
|
||||
}; # end if ok !0
|
||||
|
||||
# -----------------------------------------------------------------------------------------------------
|
||||
if {$ok != 0 } {
|
||||
puts [format $fmt1 "PROBLEM" $IDctrlNode $IDctrlDOF [nodeDisp $IDctrlNode $IDctrlDOF] $LunitTXT]
|
||||
} else {
|
||||
puts [format $fmt1 "DONE" $IDctrlNode $IDctrlDOF [nodeDisp $IDctrlNode $IDctrlDOF] $LunitTXT]
|
||||
}
|
||||
108
examples/data/Ex4.Portal2D.build.ElasticElement.tcl.txt
Normal file
108
examples/data/Ex4.Portal2D.build.ElasticElement.tcl.txt
Normal file
|
|
@ -0,0 +1,108 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example4. 2D Portal Frame-- Build Model
|
||||
# elasticBeamColumn element
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
# ^Y
|
||||
# |
|
||||
# 3_________(3)________4 __
|
||||
# | | |
|
||||
# | | |
|
||||
# | | |
|
||||
# (1) (2) LCol
|
||||
# | | |
|
||||
# | | |
|
||||
# | | |
|
||||
# =1= =2= _|_ -------->X
|
||||
# |----------LBeam------------|
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
wipe; # clear memory of all past model definitions
|
||||
model BasicBuilder -ndm 2 -ndf 3; # Define the model builder, ndm=#dimension, ndf=#dofs
|
||||
set dataDir Data; # set up name of data directory
|
||||
file mkdir $dataDir; # create data directory
|
||||
set GMdir "GMfiles"; # ground-motion file directory
|
||||
source LibUnits.tcl; # define basic and system units
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
set LCol [expr 36*$ft]; # column length
|
||||
set LBeam [expr 42*$ft]; # beam length
|
||||
set Weight [expr 4000.*$kip]; # superstructure weight
|
||||
# define section geometry
|
||||
set HCol [expr 5.*$ft]; # Column Depth
|
||||
set BCol [expr 4.*$ft]; # Column Width
|
||||
set HBeam [expr 8.*$ft]; # Beam Depth
|
||||
set BBeam [expr 5.*$ft]; # Beam Width
|
||||
|
||||
# calculated parameters
|
||||
set PCol [expr $Weight/2]; # nodal dead-load weight per column
|
||||
set Mass [expr $PCol/$g]; # nodal mass
|
||||
set MCol [expr 1./12.*($Weight/$LBeam)*pow($LBeam,2)]; # beam-end moment due to distributed load.
|
||||
# calculated geometry parameters
|
||||
set ACol [expr $BCol*$HCol]; # cross-sectional area
|
||||
set ABeam [expr $BBeam*$HBeam];
|
||||
set IzCol [expr 1./12.*$BCol*pow($HCol,3)]; # Column moment of inertia
|
||||
set IzBeam [expr 1./12.*$BBeam*pow($HBeam,3)]; # Beam moment of inertia
|
||||
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X, Y
|
||||
node 2 $LBeam 0
|
||||
node 3 0 $LCol
|
||||
node 4 $LBeam $LCol
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 0; # node DX DY RZ
|
||||
fix 2 1 1 0; # node DX DY RZ
|
||||
fix 3 0 0 0
|
||||
fix 4 0 0 0
|
||||
|
||||
# nodal masses:
|
||||
mass 3 $Mass 0. 0.; # node#, Mx My Mz, Mass=Weight/g, neglect rotational inertia at nodes
|
||||
mass 4 $Mass 0. 0.
|
||||
|
||||
# Define ELEMENTS -------------------------------------------------------------
|
||||
# Material parameters
|
||||
set fc [expr -4.*$ksi]; # CONCRETE Compressive Strength (+Tension, -Compression)
|
||||
set Ec [expr 57*$ksi*sqrt(-$fc/$psi)]; # Concrete Elastic Modulus
|
||||
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
set ColTransfTag 1; # associate a tag to column transformation
|
||||
set BeamTransfTag 2; # associate a tag to beam transformation (good practice to keep col and beam separate)
|
||||
set ColTransfType Linear ; # options, Linear PDelta Corotational
|
||||
geomTransf $ColTransfType $ColTransfTag ; # only columns can have PDelta effects (gravity effects)
|
||||
geomTransf Linear $BeamTransfTag ;
|
||||
|
||||
# element connectivity:
|
||||
element elasticBeamColumn 1 1 3 $ACol $Ec $IzCol $ColTransfTag; # self-explanatory when using variables
|
||||
element elasticBeamColumn 2 2 4 $ACol $Ec $IzCol $ColTransfTag;
|
||||
element elasticBeamColumn 3 3 4 $ABeam $Ec $IzBeam $BeamTransfTag;
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file $dataDir/DFree.out -time -node 3 4 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file $dataDir/DBase.out -time -node 1 2 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file $dataDir/RBase.out -time -node 1 2 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file $dataDir/Drift.out -time -iNode 1 2 -jNode 3 4 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file $dataDir/FCol.out -time -ele 1 2 globalForce; # element forces -- column
|
||||
recorder Element -file $dataDir/FBeam.out -time -ele 3 globalForce; # element forces -- beam
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
set WzBeam [expr $Weight/$LBeam];
|
||||
pattern Plain 1 Linear {
|
||||
eleLoad -ele 3 -type -beamUniform -$WzBeam ; # distributed superstructure-weight on beam
|
||||
}
|
||||
# ------------------------------------------------- apply gravity load
|
||||
set Tol 1.0e-8; # convergence tolerance for test
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr $Tol 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
set NstepGravity 10; # apply gravity in 10 steps
|
||||
set DGravity [expr 1./$NstepGravity]; # first load increment;
|
||||
integrator LoadControl $DGravity; # determine the next time step for an analysis
|
||||
analysis Static; # define type of analysis static or transient
|
||||
analyze $NstepGravity; # apply gravity
|
||||
# ------------------------------------------------- maintain constant gravity loads and reset time to zero
|
||||
loadConst -time 0.0
|
||||
|
||||
puts "Model Built"
|
||||
178
examples/data/Ex4.Portal2D.build.InelasticFiberSection.tcl.txt
Normal file
178
examples/data/Ex4.Portal2D.build.InelasticFiberSection.tcl.txt
Normal file
|
|
@ -0,0 +1,178 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example4. 2D Portal Frame-- Build Model
|
||||
# nonlinearBeamColumn element, inelastic fiber section
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 3_________(3)________4 __
|
||||
# | | |
|
||||
# | | |
|
||||
# | | |
|
||||
# (1) (2) LCol
|
||||
# | | |
|
||||
# | | |
|
||||
# | | |
|
||||
# =1= =2= _|_ -------->X
|
||||
# |----------LBeam------------|
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
wipe; # clear memory of all past model definitions
|
||||
model BasicBuilder -ndm 2 -ndf 3; # Define the model builder, ndm=#dimension, ndf=#dofs
|
||||
set dataDir Data; # set up name of data directory
|
||||
file mkdir $dataDir; # create data directory
|
||||
set GMdir "GMfiles"; # ground-motion file directory
|
||||
source LibUnits.tcl; # define basic and system units
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
set LCol [expr 36*$ft]; # column length
|
||||
set LBeam [expr 42*$ft]; # beam length
|
||||
set Weight [expr 2000.*$kip]; # superstructure weight
|
||||
# define section geometry
|
||||
set HCol [expr 5.*$ft]; # Column Depth
|
||||
set BCol [expr 5.*$ft]; # Column Width
|
||||
set HBeam [expr 8.*$ft]; # Beam Depth
|
||||
set BBeam [expr 5.*$ft]; # Beam Width
|
||||
|
||||
# calculated parameters
|
||||
set PCol [expr $Weight/2]; # nodal dead-load weight per column
|
||||
set Mass [expr $PCol/$g]; # nodal mass
|
||||
set MCol [expr 1./12.*($Weight/$LBeam)*pow($LBeam,2)]; # beam-end moment due to distributed load.
|
||||
# calculated geometry parameters
|
||||
set ACol [expr $BCol*$HCol]; # cross-sectional area
|
||||
set ABeam [expr $BBeam*$HBeam];
|
||||
set IzCol [expr 1./12.*$BCol*pow($HCol,3)]; # Column moment of inertia
|
||||
set IzBeam [expr 1./12.*$BBeam*pow($HBeam,3)]; # Beam moment of inertia
|
||||
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X, Y
|
||||
node 2 $LBeam 0
|
||||
node 3 0 $LCol
|
||||
node 4 $LBeam $LCol
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 0; # node DX DY RZ
|
||||
fix 2 1 1 0; # node DX DY RZ
|
||||
fix 3 0 0 0
|
||||
fix 4 0 0 0
|
||||
|
||||
# nodal masses:
|
||||
mass 3 $Mass 0. 0.; # node#, Mx My Mz, Mass=Weight/g, neglect rotational inertia at nodes
|
||||
mass 4 $Mass 0. 0.
|
||||
|
||||
# Define ELEMENTS & SECTIONS -------------------------------------------------------------
|
||||
set ColSecTag 1; # assign a tag number to the column section
|
||||
set BeamSecTag 2; # assign a tag number to the beam section
|
||||
# define section geometry
|
||||
set coverCol [expr 6.*$in]; # Column cover to reinforcing steel NA.
|
||||
set numBarsCol 10; # number of longitudinal-reinforcement bars in each side of column section. (symmetric top & bot)
|
||||
set barAreaCol [expr 2.25*$in2]; # area of longitudinal-reinforcement bars
|
||||
|
||||
# MATERIAL parameters -------------------------------------------------------------------
|
||||
set IDconcU 1; # material ID tag -- unconfined cover concrete
|
||||
set IDreinf 2; # material ID tag -- reinforcement
|
||||
# nominal concrete compressive strength
|
||||
set fc [expr -4.0*$ksi]; # CONCRETE Compressive Strength, ksi (+Tension, -Compression)
|
||||
set Ec [expr 57*$ksi*sqrt(-$fc/$psi)]; # Concrete Elastic Modulus
|
||||
# unconfined concrete
|
||||
set fc1U $fc; # UNCONFINED concrete (todeschini parabolic model), maximum stress
|
||||
set eps1U -0.003; # strain at maximum strength of unconfined concrete
|
||||
set fc2U [expr 0.2*$fc1U]; # ultimate stress
|
||||
set eps2U -0.05; # strain at ultimate stress
|
||||
set lambda 0.1; # ratio between unloading slope at $eps2 and initial slope $Ec
|
||||
# tensile-strength properties
|
||||
set ftU [expr -0.14*$fc1U]; # tensile strength +tension
|
||||
set Ets [expr $ftU/0.002]; # tension softening stiffness
|
||||
# -----------
|
||||
set Fy [expr 66.8*$ksi]; # STEEL yield stress
|
||||
set Es [expr 29000.*$ksi]; # modulus of steel
|
||||
set Bs 0.01; # strain-hardening ratio
|
||||
set R0 18; # control the transition from elastic to plastic branches
|
||||
set cR1 0.925; # control the transition from elastic to plastic branches
|
||||
set cR2 0.15; # control the transition from elastic to plastic branches
|
||||
uniaxialMaterial Concrete02 $IDconcU $fc1U $eps1U $fc2U $eps2U $lambda $ftU $Ets; # build cover concrete (unconfined)
|
||||
uniaxialMaterial Steel02 $IDreinf $Fy $Es $Bs $R0 $cR1 $cR2; # build reinforcement material
|
||||
|
||||
# FIBER SECTION properties -------------------------------------------------------------
|
||||
# symmetric section
|
||||
# y
|
||||
# ^
|
||||
# |
|
||||
# --------------------- -- --
|
||||
# | o o o | | -- cover
|
||||
# | | |
|
||||
# | | |
|
||||
# z <--- | + | H
|
||||
# | | |
|
||||
# | | |
|
||||
# | o o o | | -- cover
|
||||
# --------------------- -- --
|
||||
# |-------- B --------|
|
||||
#
|
||||
# RC section:
|
||||
set coverY [expr $HCol/2.0]; # The distance from the section z-axis to the edge of the cover concrete -- outer edge of cover concrete
|
||||
set coverZ [expr $BCol/2.0]; # The distance from the section y-axis to the edge of the cover concrete -- outer edge of cover concrete
|
||||
set coreY [expr $coverY-$coverCol]
|
||||
set coreZ [expr $coverZ-$coverCol]
|
||||
set nfY 16; # number of fibers for concrete in y-direction
|
||||
set nfZ 4; # number of fibers for concrete in z-direction
|
||||
section fiberSec $ColSecTag {; # Define the fiber section
|
||||
patch quadr $IDconcU $nfZ $nfY -$coverY $coverZ -$coverY -$coverZ $coverY -$coverZ $coverY $coverZ; # Define the concrete patch
|
||||
layer straight $IDreinf $numBarsCol $barAreaCol -$coreY $coreZ -$coreY -$coreZ; # top layer reinfocement
|
||||
layer straight $IDreinf $numBarsCol $barAreaCol $coreY $coreZ $coreY -$coreZ; # bottom layer reinforcement
|
||||
}; # end of fibersection definition
|
||||
|
||||
# BEAM section:
|
||||
section Elastic $BeamSecTag $Ec $ABeam $IzBeam; # elastic beam section
|
||||
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
set ColTransfTag 1; # associate a tag to column transformation
|
||||
set BeamTransfTag 2; # associate a tag to beam transformation (good practice to keep col and beam separate)
|
||||
set ColTransfType Linear ; # options, Linear PDelta Corotational
|
||||
geomTransf $ColTransfType $ColTransfTag ; # only columns can have PDelta effects (gravity effects)
|
||||
geomTransf Linear $BeamTransfTag ;
|
||||
|
||||
# element connectivity:
|
||||
set numIntgrPts 5; # number of integration points for force-based element
|
||||
element nonlinearBeamColumn 1 1 3 $numIntgrPts $ColSecTag $ColTransfTag; # self-explanatory when using variables
|
||||
element nonlinearBeamColumn 2 2 4 $numIntgrPts $ColSecTag $ColTransfTag;
|
||||
element nonlinearBeamColumn 3 3 4 $numIntgrPts $BeamSecTag $BeamTransfTag;
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file $dataDir/DFree.out -time -node 3 4 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file $dataDir/DBase.out -time -node 1 2 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file $dataDir/RBase.out -time -node 1 2 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file $dataDir/Drift.out -time -iNode 1 2 -jNode 3 4 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file $dataDir/FCol.out -time -ele 1 2 globalForce; # element forces -- column
|
||||
recorder Element -file $dataDir/FBeam.out -time -ele 3 globalForce; # element forces -- beam
|
||||
recorder Element -file $dataDir/ForceColSec1.out -time -ele 1 2 section 1 force; # Column section forces, axial and moment, node i
|
||||
recorder Element -file $dataDir/DefoColSec1.out -time -ele 1 2 section 1 deformation; # section deformations, axial and curvature, node i
|
||||
recorder Element -file $dataDir/ForceColSec$numIntgrPts.out -time -ele 1 2 section $numIntgrPts force; # section forces, axial and moment, node j
|
||||
recorder Element -file $dataDir/DefoColSec$numIntgrPts.out -time -ele 1 2 section $numIntgrPts deformation; # section deformations, axial and curvature, node j
|
||||
recorder Element -file $dataDir/ForceBeamSec1.out -time -ele 3 section 1 force; # Beam section forces, axial and moment, node i
|
||||
recorder Element -file $dataDir/DefoBeamSec1.out -time -ele 3 section 1 deformation; # section deformations, axial and curvature, node i
|
||||
recorder Element -file $dataDir/ForceBeamSec$numIntgrPts.out -time -ele 3 section $numIntgrPts force; # section forces, axial and moment, node j
|
||||
recorder Element -file $dataDir/DefoBeamSec$numIntgrPts.out -time -ele 3 section $numIntgrPts deformation; # section deformations, axial and curvature, node j
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
set WzBeam [expr $Weight/$LBeam];
|
||||
pattern Plain 1 Linear {
|
||||
eleLoad -ele 3 -type -beamUniform -$WzBeam ; # distributed superstructure-weight on beam
|
||||
}
|
||||
# Gravity-analysis parameters -- load-controlled static analysis
|
||||
set Tol 1.0e-8; # convergence tolerance for test
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr $Tol 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
set NstepGravity 10; # apply gravity in 10 steps
|
||||
set DGravity [expr 1./$NstepGravity]; # first load increment;
|
||||
integrator LoadControl $DGravity; # determine the next time step for an analysis
|
||||
analysis Static; # define type of analysis static or transient
|
||||
analyze $NstepGravity; # apply gravity
|
||||
# ------------------------------------------------- maintain constant gravity loads and reset time to zero
|
||||
loadConst -time 0.0
|
||||
|
||||
puts "Model Built"
|
||||
139
examples/data/Ex4.Portal2D.build.InelasticSection.tcl.txt
Normal file
139
examples/data/Ex4.Portal2D.build.InelasticSection.tcl.txt
Normal file
|
|
@ -0,0 +1,139 @@
|
|||
# --------------------------------------------------------------------------------------------------
|
||||
# Example4. 2D Portal Frame-- Build Model
|
||||
# nonlinearBeamColumn element, uniaxial inelastic section
|
||||
# Silvia Mazzoni & Frank McKenna, 2006
|
||||
#
|
||||
# ^Y
|
||||
# |
|
||||
# 3_________(3)________4 __
|
||||
# | | |
|
||||
# | | |
|
||||
# | | |
|
||||
# (1) (2) LCol
|
||||
# | | |
|
||||
# | | |
|
||||
# | | |
|
||||
# =1= =2= _|_ -------->X
|
||||
# |----------LBeam------------|
|
||||
#
|
||||
|
||||
# SET UP ----------------------------------------------------------------------------
|
||||
wipe; # clear memory of all past model definitions
|
||||
model BasicBuilder -ndm 2 -ndf 3; # Define the model builder, ndm=#dimension, ndf=#dofs
|
||||
set dataDir Data; # set up name of data directory
|
||||
file mkdir $dataDir; # create data directory
|
||||
set GMdir "GMfiles"; # ground-motion file directory
|
||||
source LibUnits.tcl; # define basic and system units
|
||||
|
||||
# define GEOMETRY -------------------------------------------------------------
|
||||
set LCol [expr 36*$ft]; # column length
|
||||
set LBeam [expr 42*$ft]; # beam length
|
||||
set Weight [expr 4000.*$kip]; # superstructure weight
|
||||
# define section geometry
|
||||
set HCol [expr 5.*$ft]; # Column Depth
|
||||
set BCol [expr 4.*$ft]; # Column Width
|
||||
set HBeam [expr 8.*$ft]; # Beam Depth
|
||||
set BBeam [expr 5.*$ft]; # Beam Width
|
||||
|
||||
# calculated parameters
|
||||
set PCol [expr $Weight/2]; # nodal dead-load weight per column
|
||||
set Mass [expr $PCol/$g]; # nodal mass
|
||||
set MCol [expr 1./12.*($Weight/$LBeam)*pow($LBeam,2)]; # beam-end moment due to distributed load.
|
||||
# calculated geometry parameters
|
||||
set ACol [expr $BCol*$HCol]; # cross-sectional area
|
||||
set ABeam [expr $BBeam*$HBeam];
|
||||
set IzCol [expr 1./12.*$BCol*pow($HCol,3)]; # Column moment of inertia
|
||||
set IzBeam [expr 1./12.*$BBeam*pow($HBeam,3)]; # Beam moment of inertia
|
||||
|
||||
# nodal coordinates:
|
||||
node 1 0 0; # node#, X, Y
|
||||
node 2 $LBeam 0
|
||||
node 3 0 $LCol
|
||||
node 4 $LBeam $LCol
|
||||
|
||||
# Single point constraints -- Boundary Conditions
|
||||
fix 1 1 1 0; # node DX DY RZ
|
||||
fix 2 1 1 0; # node DX DY RZ
|
||||
fix 3 0 0 0
|
||||
fix 4 0 0 0
|
||||
|
||||
# nodal masses:
|
||||
mass 3 $Mass 0. 0.; # node#, Mx My Mz, Mass=Weight/g, neglect rotational inertia at nodes
|
||||
mass 4 $Mass 0. 0.
|
||||
|
||||
# Define ELEMENTS & SECTIONS -------------------------------------------------------------
|
||||
set ColMatTagFlex 2; # assign a tag number to the column flexural behavior
|
||||
set ColMatTagAxial 3; # assign a tag number to the column axial behavior
|
||||
set ColSecTag 1; # assign a tag number to the column section tag
|
||||
set BeamSecTag 2; # assign a tag number to the beam section tag
|
||||
|
||||
# MATERIAL parameters
|
||||
set fc [expr -4*$ksi]; # CONCRETE Compressive Strength (+Tension, -Compression)
|
||||
set Ec [expr 57*$ksi*sqrt(-$fc/$psi)]; # Concrete Elastic Modulus
|
||||
|
||||
# COLUMN section
|
||||
# calculated stiffness parameters
|
||||
set EICol [expr $Ec*$IzCol]; # EI, for moment-curvature relationship
|
||||
set EACol [expr $Ec*$ACol]; # EA, for axial-force-strain relationship
|
||||
set MyCol [expr 130000*$kip*$in]; # yield moment
|
||||
set PhiYCol [expr 0.65e-4/$in]; # yield curvature
|
||||
set EIColCrack [expr $MyCol/$PhiYCol]; # cracked section inertia
|
||||
set b 0.01 ; # strain-hardening ratio (ratio between post-yield tangent and initial elastic tangent)
|
||||
uniaxialMaterial Steel01 $ColMatTagFlex $MyCol $EIColCrack $b; # bilinear behavior for flexure
|
||||
uniaxialMaterial Elastic $ColMatTagAxial $EACol; # this is not used as a material, this is an axial-force-strain response
|
||||
section Aggregator $ColSecTag $ColMatTagAxial P $ColMatTagFlex Mz; # combine axial and flexural behavior into one section (no P-M interaction here)
|
||||
|
||||
# BEAM section:
|
||||
section Elastic $BeamSecTag $Ec $ABeam $IzBeam; # elastic beam section
|
||||
|
||||
# define geometric transformation: performs a linear geometric transformation of beam stiffness and resisting force from the basic system to the global-coordinate system
|
||||
set ColTransfTag 1; # associate a tag to column transformation
|
||||
set BeamTransfTag 2; # associate a tag to beam transformation (good practice to keep col and beam separate)
|
||||
set ColTransfType Linear ; # options, Linear PDelta Corotational
|
||||
geomTransf $ColTransfType $ColTransfTag ; # only columns can have PDelta effects (gravity effects)
|
||||
geomTransf Linear $BeamTransfTag ;
|
||||
|
||||
# element connectivity:
|
||||
set numIntgrPts 5; # number of integration points for force-based element
|
||||
element nonlinearBeamColumn 1 1 3 $numIntgrPts $ColSecTag $ColTransfTag; # self-explanatory when using variables
|
||||
element nonlinearBeamColumn 2 2 4 $numIntgrPts $ColSecTag $ColTransfTag;
|
||||
element nonlinearBeamColumn 3 3 4 $numIntgrPts $BeamSecTag $BeamTransfTag;
|
||||
|
||||
# Define RECORDERS -------------------------------------------------------------
|
||||
recorder Node -file $dataDir/DFree.out -time -node 3 4 -dof 1 2 3 disp; # displacements of free nodes
|
||||
recorder Node -file $dataDir/DBase.out -time -node 1 2 -dof 1 2 3 disp; # displacements of support nodes
|
||||
recorder Node -file $dataDir/RBase.out -time -node 1 2 -dof 1 2 3 reaction; # support reaction
|
||||
recorder Drift -file $dataDir/Drift.out -time -iNode 1 2 -jNode 3 4 -dof 1 -perpDirn 2 ; # lateral drift
|
||||
recorder Element -file $dataDir/FCol.out -time -ele 1 2 globalForce; # element forces -- column
|
||||
recorder Element -file $dataDir/FBeam.out -time -ele 3 globalForce; # element forces -- beam
|
||||
recorder Element -file $dataDir/ForceColSec1.out -time -ele 1 2 section 1 force; # Column section forces, axial and moment, node i
|
||||
recorder Element -file $dataDir/DefoColSec1.out -time -ele 1 2 section 1 deformation; # section deformations, axial and curvature, node i
|
||||
recorder Element -file $dataDir/ForceColSec$numIntgrPts.out -time -ele 1 2 section $numIntgrPts force; # section forces, axial and moment, node j
|
||||
recorder Element -file $dataDir/DefoColSec$numIntgrPts.out -time -ele 1 2 section $numIntgrPts deformation; # section deformations, axial and curvature, node j
|
||||
recorder Element -file $dataDir/ForceBeamSec1.out -time -ele 3 section 1 force; # Beam section forces, axial and moment, node i
|
||||
recorder Element -file $dataDir/DefoBeamSec1.out -time -ele 3 section 1 deformation; # section deformations, axial and curvature, node i
|
||||
recorder Element -file $dataDir/ForceBeamSec$numIntgrPts.out -time -ele 3 section $numIntgrPts force; # section forces, axial and moment, node j
|
||||
recorder Element -file $dataDir/DefoBeamSec$numIntgrPts.out -time -ele 3 section $numIntgrPts deformation; # section deformations, axial and curvature, node j
|
||||
|
||||
# define GRAVITY -------------------------------------------------------------
|
||||
set WzBeam [expr $Weight/$LBeam];
|
||||
pattern Plain 1 Linear {
|
||||
eleLoad -ele 3 -type -beamUniform -$WzBeam ; # distributed superstructure-weight on beam
|
||||
}
|
||||
# Gravity-analysis parameters -- load-controlled static analysis
|
||||
set Tol 1.0e-8; # convergence tolerance for test
|
||||
constraints Plain; # how it handles boundary conditions
|
||||
numberer Plain; # renumber dof's to minimize band-width (optimization), if you want to
|
||||
system BandGeneral; # how to store and solve the system of equations in the analysis
|
||||
test NormDispIncr $Tol 6 ; # determine if convergence has been achieved at the end of an iteration step
|
||||
algorithm Newton; # use Newton's solution algorithm: updates tangent stiffness at every iteration
|
||||
set NstepGravity 10; # apply gravity in 10 steps
|
||||
set DGravity [expr 1./$NstepGravity]; # first load increment;
|
||||
integrator LoadControl $DGravity; # determine the next time step for an analysis
|
||||
analysis Static; # define type of analysis static or transient
|
||||
analyze $NstepGravity; # apply gravity
|
||||
|
||||
# ------------------------------------------------- maintain constant gravity loads and reset time to zero
|
||||
loadConst -time 0.0
|
||||
|
||||
puts "Model Built"
|
||||
302
examples/eigen_two_storey_one_bay_frame.osmodel
Normal file
302
examples/eigen_two_storey_one_bay_frame.osmodel
Normal file
|
|
@ -0,0 +1,302 @@
|
|||
{
|
||||
"schema_version": 1,
|
||||
"meta": {
|
||||
"name": "Eigen - Two-Storey One-Bay Frame",
|
||||
"description": "Two-storey one-bay elastic frame with two-mode eigenvalue analysis.",
|
||||
"author": "OpenSees Wiki / Chopra Example 10.5",
|
||||
"units": "US (in, kip, kip·s²/in, s, ksi)"
|
||||
},
|
||||
"ndm": 2,
|
||||
"ndf": 3,
|
||||
"coord_systems": [
|
||||
{
|
||||
"name": "Global",
|
||||
"coord": {
|
||||
"origin": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"rotation_deg": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
"grid": {
|
||||
"x_grid_lines": [],
|
||||
"y_grid_lines": [],
|
||||
"z_grid_lines": [],
|
||||
"visible": true,
|
||||
"is_general": false,
|
||||
"hide_all": false,
|
||||
"glue_to_grid": false,
|
||||
"bubble_size": 20
|
||||
}
|
||||
}
|
||||
],
|
||||
"nodes": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "N1",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "N2",
|
||||
"coords": [
|
||||
240.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "N3",
|
||||
"coords": [
|
||||
0.0,
|
||||
120.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.25906735751295334,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 4,
|
||||
"name": "N4",
|
||||
"coords": [
|
||||
240.0,
|
||||
120.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.25906735751295334,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 5,
|
||||
"name": "N5",
|
||||
"coords": [
|
||||
0.0,
|
||||
240.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.12953367875647667,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 6,
|
||||
"name": "N6",
|
||||
"coords": [
|
||||
240.0,
|
||||
240.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.12953367875647667,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
}
|
||||
],
|
||||
"materials": [],
|
||||
"sections": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Column-L1",
|
||||
"type": "ElasticSection",
|
||||
"E": 29000.0,
|
||||
"A": 63.41,
|
||||
"Iz": 640.0,
|
||||
"Iy": null,
|
||||
"G": null,
|
||||
"J": null
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Frame-L2",
|
||||
"type": "ElasticSection",
|
||||
"E": 29000.0,
|
||||
"A": 63.41,
|
||||
"Iz": 320.0,
|
||||
"Iy": null,
|
||||
"G": null,
|
||||
"J": null
|
||||
}
|
||||
],
|
||||
"elements": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "C1",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
1,
|
||||
3
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "C2",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
3,
|
||||
5
|
||||
],
|
||||
"section_id": 2,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "C3",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
2,
|
||||
4
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 4,
|
||||
"name": "C4",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
4,
|
||||
6
|
||||
],
|
||||
"section_id": 2,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 5,
|
||||
"name": "B1",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
3,
|
||||
4
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 6,
|
||||
"name": "B2",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
5,
|
||||
6
|
||||
],
|
||||
"section_id": 2,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
}
|
||||
],
|
||||
"mp_constraints": [],
|
||||
"time_series": [],
|
||||
"load_patterns": [],
|
||||
"spectra": [],
|
||||
"analyses": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Modal-2",
|
||||
"type": "Modal",
|
||||
"n_modes": 2,
|
||||
"solver": "genBandArpack"
|
||||
}
|
||||
]
|
||||
}
|
||||
106
examples/eigen_two_storey_one_bay_frame.py
Normal file
106
examples/eigen_two_storey_one_bay_frame.py
Normal file
|
|
@ -0,0 +1,106 @@
|
|||
"""Eigen analysis of a two-storey one-bay frame.
|
||||
|
||||
OpenSees Wiki tutorial:
|
||||
https://opensees.berkeley.edu/wiki/index.php?title=Eigen_analysis_of_a_two-storey_one-bay_frame
|
||||
|
||||
Two-storey one-bay elastic frame from Chopra Example 10.5:
|
||||
- 2D frame, ndm=2 / ndf=3
|
||||
- elastic columns + elastic beams
|
||||
- lumped masses only in Ux
|
||||
- modal analysis for the first two modes
|
||||
|
||||
Run from the repository root:
|
||||
|
||||
python examples/eigen_two_storey_one_bay_frame.py
|
||||
|
||||
Produces ``examples/eigen_two_storey_one_bay_frame.osmodel``.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
|
||||
from otko.core import ( # noqa: E402
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
ModalCase,
|
||||
Node,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
|
||||
|
||||
M = 100.0 / 386.0
|
||||
NUM_MODES = 2
|
||||
|
||||
A = 63.41
|
||||
I = 320.0
|
||||
E = 29000.0
|
||||
L = 240.0
|
||||
H = 120.0
|
||||
|
||||
REFERENCE_TCL = Path(__file__).resolve().parent / "data" / "EigenAnal_twoStoreyFrame1.tcl.txt"
|
||||
|
||||
|
||||
def build_eigen_two_storey_one_bay_frame() -> Project:
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="Eigen - Two-Storey One-Bay Frame",
|
||||
author="OpenSees Wiki / Chopra Example 10.5",
|
||||
description=(
|
||||
"Two-storey one-bay elastic frame with two-mode eigenvalue analysis."
|
||||
),
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2,
|
||||
ndf=3,
|
||||
nodes=[
|
||||
Node(id=1, name="N1", coords=(0.0, 0.0, 0.0), restraint=(True, True, False, False, False, True)),
|
||||
Node(id=2, name="N2", coords=(L, 0.0, 0.0), restraint=(True, True, False, False, False, True)),
|
||||
Node(id=3, name="N3", coords=(0.0, H, 0.0), mass=(M, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
Node(id=4, name="N4", coords=(L, H, 0.0), mass=(M, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
Node(id=5, name="N5", coords=(0.0, 2.0 * H, 0.0), mass=(M / 2.0, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
Node(id=6, name="N6", coords=(L, 2.0 * H, 0.0), mass=(M / 2.0, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
sections=[
|
||||
ElasticSection(id=1, name="Column-L1", E=E, A=A, Iz=2.0 * I),
|
||||
ElasticSection(id=2, name="Frame-L2", E=E, A=A, Iz=I),
|
||||
],
|
||||
elements=[
|
||||
ElasticBeamColumn(id=1, name="C1", nodes=(1, 3), section_id=1, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=2, name="C2", nodes=(3, 5), section_id=2, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=3, name="C3", nodes=(2, 4), section_id=1, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=4, name="C4", nodes=(4, 6), section_id=2, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=5, name="B1", nodes=(3, 4), section_id=1, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=6, name="B2", nodes=(5, 6), section_id=2, geom_transf="Linear"),
|
||||
],
|
||||
analyses=[
|
||||
ModalCase(id=1, name="Modal-2", n_modes=NUM_MODES),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_eigen_two_storey_one_bay_frame()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" Reference Tcl: {REFERENCE_TCL.name}")
|
||||
print(f" Nodes: {len(project.nodes)}, elements: {len(project.elements)}")
|
||||
print(f" Modes: {NUM_MODES}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
330
examples/eigen_two_storey_shear_frame.osmodel
Normal file
330
examples/eigen_two_storey_shear_frame.osmodel
Normal file
|
|
@ -0,0 +1,330 @@
|
|||
{
|
||||
"schema_version": 1,
|
||||
"meta": {
|
||||
"name": "Eigen - Two-Storey Shear Frame",
|
||||
"description": "Two-storey shear frame with equalDOF floor constraints and two-mode eigenvalue analysis.",
|
||||
"author": "OpenSees Wiki / Chopra Example 10.4",
|
||||
"units": "US (in, kip, kip·s²/in, s, ksi)"
|
||||
},
|
||||
"ndm": 2,
|
||||
"ndf": 3,
|
||||
"coord_systems": [
|
||||
{
|
||||
"name": "Global",
|
||||
"coord": {
|
||||
"origin": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"rotation_deg": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
"grid": {
|
||||
"x_grid_lines": [],
|
||||
"y_grid_lines": [],
|
||||
"z_grid_lines": [],
|
||||
"visible": true,
|
||||
"is_general": false,
|
||||
"hide_all": false,
|
||||
"glue_to_grid": false,
|
||||
"bubble_size": 20
|
||||
}
|
||||
}
|
||||
],
|
||||
"nodes": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "N1",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "N2",
|
||||
"coords": [
|
||||
288.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "N3",
|
||||
"coords": [
|
||||
0.0,
|
||||
144.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.25906735751295334,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 4,
|
||||
"name": "N4",
|
||||
"coords": [
|
||||
288.0,
|
||||
144.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.25906735751295334,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 5,
|
||||
"name": "N5",
|
||||
"coords": [
|
||||
0.0,
|
||||
288.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.12953367875647667,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 6,
|
||||
"name": "N6",
|
||||
"coords": [
|
||||
288.0,
|
||||
288.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.12953367875647667,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
}
|
||||
],
|
||||
"materials": [],
|
||||
"sections": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Column-L1",
|
||||
"type": "ElasticSection",
|
||||
"E": 30000.0,
|
||||
"A": 63.41,
|
||||
"Iz": 640.0,
|
||||
"Iy": null,
|
||||
"G": null,
|
||||
"J": null
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Column-L2",
|
||||
"type": "ElasticSection",
|
||||
"E": 30000.0,
|
||||
"A": 63.41,
|
||||
"Iz": 320.0,
|
||||
"Iy": null,
|
||||
"G": null,
|
||||
"J": null
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Beam-Rigid",
|
||||
"type": "ElasticSection",
|
||||
"E": 30000.0,
|
||||
"A": 63.41,
|
||||
"Iz": 10000000000000.0,
|
||||
"Iy": null,
|
||||
"G": null,
|
||||
"J": null
|
||||
}
|
||||
],
|
||||
"elements": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "C1",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
1,
|
||||
3
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "C2",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
3,
|
||||
5
|
||||
],
|
||||
"section_id": 2,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "C3",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
2,
|
||||
4
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 4,
|
||||
"name": "C4",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
4,
|
||||
6
|
||||
],
|
||||
"section_id": 2,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 5,
|
||||
"name": "B1",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
3,
|
||||
4
|
||||
],
|
||||
"section_id": 3,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 6,
|
||||
"name": "B2",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
5,
|
||||
6
|
||||
],
|
||||
"section_id": 3,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
}
|
||||
],
|
||||
"mp_constraints": [
|
||||
{
|
||||
"retained_node": 3,
|
||||
"constrained_node": 4,
|
||||
"dofs": [
|
||||
2,
|
||||
3
|
||||
]
|
||||
},
|
||||
{
|
||||
"retained_node": 5,
|
||||
"constrained_node": 6,
|
||||
"dofs": [
|
||||
2,
|
||||
3
|
||||
]
|
||||
}
|
||||
],
|
||||
"time_series": [],
|
||||
"load_patterns": [],
|
||||
"spectra": [],
|
||||
"analyses": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Modal-2",
|
||||
"type": "Modal",
|
||||
"n_modes": 2,
|
||||
"solver": "genBandArpack"
|
||||
}
|
||||
]
|
||||
}
|
||||
117
examples/eigen_two_storey_shear_frame.py
Normal file
117
examples/eigen_two_storey_shear_frame.py
Normal file
|
|
@ -0,0 +1,117 @@
|
|||
"""Eigen analysis of a two-storey shear frame.
|
||||
|
||||
OpenSees Wiki tutorial:
|
||||
https://opensees.berkeley.edu/wiki/index.php?title=Eigen_analysis_of_a_two-story_shear_frame
|
||||
|
||||
Idealized two-storey shear frame from Chopra Example 10.4:
|
||||
- 2D frame, ndm=2 / ndf=3
|
||||
- beams modeled as flexurally rigid (very large Iz)
|
||||
- floor nodes tied with equalDOF in Uy and Rz
|
||||
- lumped masses only in Ux
|
||||
- modal analysis for the first two modes
|
||||
|
||||
Run from the repository root:
|
||||
|
||||
python examples/eigen_two_storey_shear_frame.py
|
||||
|
||||
Produces ``examples/eigen_two_storey_shear_frame.osmodel``.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
|
||||
from otko.core import ( # noqa: E402
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
EqualDOFConstraint,
|
||||
ModalCase,
|
||||
Node,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
|
||||
|
||||
M = 100.0 / 386.0
|
||||
NUM_MODES = 2
|
||||
|
||||
AC = 63.41
|
||||
IC = 320.0
|
||||
E = 30000.0
|
||||
IB = 10e12
|
||||
AB = 63.41
|
||||
|
||||
L = 288.0
|
||||
H = 144.0
|
||||
|
||||
REFERENCE_TCL = Path(__file__).resolve().parent / "data" / "EigenAnal_twoStoreyShearFrame7.tcl.txt"
|
||||
|
||||
|
||||
def build_eigen_two_storey_shear_frame() -> Project:
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="Eigen - Two-Storey Shear Frame",
|
||||
author="OpenSees Wiki / Chopra Example 10.4",
|
||||
description=(
|
||||
"Two-storey shear frame with equalDOF floor constraints and "
|
||||
"two-mode eigenvalue analysis."
|
||||
),
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2,
|
||||
ndf=3,
|
||||
nodes=[
|
||||
Node(id=1, name="N1", coords=(0.0, 0.0, 0.0), restraint=(True, True, False, False, False, True)),
|
||||
Node(id=2, name="N2", coords=(L, 0.0, 0.0), restraint=(True, True, False, False, False, True)),
|
||||
Node(id=3, name="N3", coords=(0.0, H, 0.0), mass=(M, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
Node(id=4, name="N4", coords=(L, H, 0.0), mass=(M, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
Node(id=5, name="N5", coords=(0.0, 2.0 * H, 0.0), mass=(M / 2.0, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
Node(id=6, name="N6", coords=(L, 2.0 * H, 0.0), mass=(M / 2.0, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
mp_constraints=[
|
||||
EqualDOFConstraint(retained_node=3, constrained_node=4, dofs=(2, 3)),
|
||||
EqualDOFConstraint(retained_node=5, constrained_node=6, dofs=(2, 3)),
|
||||
],
|
||||
sections=[
|
||||
ElasticSection(id=1, name="Column-L1", E=E, A=AC, Iz=2.0 * IC),
|
||||
ElasticSection(id=2, name="Column-L2", E=E, A=AC, Iz=IC),
|
||||
ElasticSection(id=3, name="Beam-Rigid", E=E, A=AB, Iz=IB),
|
||||
],
|
||||
elements=[
|
||||
ElasticBeamColumn(id=1, name="C1", nodes=(1, 3), section_id=1, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=2, name="C2", nodes=(3, 5), section_id=2, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=3, name="C3", nodes=(2, 4), section_id=1, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=4, name="C4", nodes=(4, 6), section_id=2, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=5, name="B1", nodes=(3, 4), section_id=3, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=6, name="B2", nodes=(5, 6), section_id=3, geom_transf="Linear"),
|
||||
],
|
||||
analyses=[
|
||||
ModalCase(id=1, name="Modal-2", n_modes=NUM_MODES),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_eigen_two_storey_shear_frame()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" Reference Tcl: {REFERENCE_TCL.name}")
|
||||
print(f" Nodes: {len(project.nodes)}, elements: {len(project.elements)}")
|
||||
print(f" MP constraints: {len(project.mp_constraints)}, modes: {NUM_MODES}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
993
examples/elastic_frame.osmodel
Normal file
993
examples/elastic_frame.osmodel
Normal file
|
|
@ -0,0 +1,993 @@
|
|||
{
|
||||
"schema_version": 1,
|
||||
"meta": {
|
||||
"name": "Elastic Frame (OpenSees Ex 4)",
|
||||
"description": "3-story 3-bay 2D elastic frame, AISC W-shape sections, gravity (distributed) + lateral (point) + 5-mode eigen.",
|
||||
"author": "OpenSees Examples Manual",
|
||||
"units": "US (in, kip, kip·s²/in, s, ksi)"
|
||||
},
|
||||
"ndm": 2,
|
||||
"ndf": 3,
|
||||
"coord_systems": [
|
||||
{
|
||||
"name": "Global",
|
||||
"coord": {
|
||||
"origin": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"rotation_deg": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
"grid": {
|
||||
"x_grid_lines": [
|
||||
{
|
||||
"id": "X1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "X2",
|
||||
"ordinate": 360.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "X3",
|
||||
"ordinate": 720.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "X4",
|
||||
"ordinate": 1080.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"y_grid_lines": [
|
||||
{
|
||||
"id": "Y1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "Y2",
|
||||
"ordinate": 162.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "Y3",
|
||||
"ordinate": 324.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "Y4",
|
||||
"ordinate": 486.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"z_grid_lines": [
|
||||
{
|
||||
"id": "Z1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"visible": true,
|
||||
"is_general": false,
|
||||
"hide_all": false,
|
||||
"glue_to_grid": false,
|
||||
"bubble_size": 20
|
||||
}
|
||||
}
|
||||
],
|
||||
"nodes": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "N1",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "N2",
|
||||
"coords": [
|
||||
360.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "N3",
|
||||
"coords": [
|
||||
720.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 4,
|
||||
"name": "N4",
|
||||
"coords": [
|
||||
1080.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 5,
|
||||
"name": "N5",
|
||||
"coords": [
|
||||
0.0,
|
||||
162.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.766692546583851,
|
||||
0.766692546583851,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 6,
|
||||
"name": "N6",
|
||||
"coords": [
|
||||
360.0,
|
||||
162.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.766692546583851,
|
||||
0.766692546583851,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 7,
|
||||
"name": "N7",
|
||||
"coords": [
|
||||
720.0,
|
||||
162.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.766692546583851,
|
||||
0.766692546583851,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 8,
|
||||
"name": "N8",
|
||||
"coords": [
|
||||
1080.0,
|
||||
162.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.766692546583851,
|
||||
0.766692546583851,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 9,
|
||||
"name": "N9",
|
||||
"coords": [
|
||||
0.0,
|
||||
324.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.766692546583851,
|
||||
0.766692546583851,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 10,
|
||||
"name": "N10",
|
||||
"coords": [
|
||||
360.0,
|
||||
324.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.766692546583851,
|
||||
0.766692546583851,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 11,
|
||||
"name": "N11",
|
||||
"coords": [
|
||||
720.0,
|
||||
324.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.766692546583851,
|
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|
||||
"max_iter": 10
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Gravity+Lateral",
|
||||
"type": "Static",
|
||||
"pattern_ids": [
|
||||
1,
|
||||
2
|
||||
],
|
||||
"n_steps": 1,
|
||||
"load_factor_increment": 1.0,
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Transformation",
|
||||
"integrator": "LoadControl",
|
||||
"algorithm": "Linear",
|
||||
"test": "NormDispIncr",
|
||||
"tolerance": 1e-10,
|
||||
"max_iter": 10
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Modal-5",
|
||||
"type": "Modal",
|
||||
"n_modes": 5,
|
||||
"solver": "genBandArpack"
|
||||
}
|
||||
]
|
||||
}
|
||||
313
examples/elastic_frame.py
Normal file
313
examples/elastic_frame.py
Normal file
|
|
@ -0,0 +1,313 @@
|
|||
"""Elastic Frame Example — OpenSees Examples Manual, Example 4.
|
||||
|
||||
3-story 3-bay 2D elastic moment-resisting frame under gravity
|
||||
(distributed beam loads) + a lateral reference pattern (point loads
|
||||
at each floor's leftmost joint) + a 5-mode eigenvalue analysis.
|
||||
|
||||
Matches the Tcl walkthrough at:
|
||||
https://opensees.berkeley.edu/wiki/index.php?title=Elastic_Frame_Example
|
||||
|
||||
Model (kip-in-ksi, ndm=2, ndf=3):
|
||||
|
||||
Floor 3 (z = 486") 13 ──beam19── 14 ──beam20── 15 ──beam21── 16
|
||||
│ │ │ │
|
||||
col9 col10 col11 col12
|
||||
│ │ │ │
|
||||
Floor 2 (z = 324") 9 ──beam16── 10 ─beam17── 11 ──beam18── 12
|
||||
│ │ │ │
|
||||
col5 col6 col7 col8
|
||||
│ │ │ │
|
||||
Floor 1 (z = 162") 5 ──beam13── 6 ─beam14── 7 ──beam15── 8
|
||||
│ │ │ │
|
||||
col1 col2 col3 col4
|
||||
│ │ │ │
|
||||
Base (z = 0") 1 2 3 4
|
||||
(fixed) (fixed) (fixed) (fixed)
|
||||
x = 0 360 720 1080
|
||||
|
||||
Sections (AISC W-shapes):
|
||||
- Exterior column (lines 1, 4): W14X257 A=75.6 Iz=3400
|
||||
- Interior column (lines 2, 3): W14X311 A=91.4 Iz=4330
|
||||
- Floor-1 beam: W33X118 A=34.7 Iz=5900
|
||||
- Floor-2 beam: W30X116 A=34.2 Iz=4930
|
||||
- Floor-3 beam: W24X68 A=20.1 Iz=1830
|
||||
- E = 29000 ksi for all.
|
||||
|
||||
Columns use the PDelta geometric transformation to capture P-Δ; beams
|
||||
use Linear. Gravity is a Constant time series with a uniform
|
||||
distributed load per beam (reference tributary intensity Load / 4 /
|
||||
bay — matches the Tcl ``eleLoad -type -beamUniform [expr -Load/(4*bay)]``).
|
||||
The lateral pattern uses a Linear time series with single-node point
|
||||
loads (220 / 180 / 90 kip at floors 1 / 2 / 3 respectively).
|
||||
|
||||
Expected results (verified against the Tcl reference):
|
||||
- Gravity ΣFy at base: ≈ 2505 kip (Σw · Σbeam-length · 3 floors)
|
||||
- Gravity+Lateral ΣFx: ≈ -490 kip
|
||||
- First five periods (s): 1.0256, 0.3498, 0.1919, 0.1562, 0.1307
|
||||
|
||||
GUI walkthrough: File → Open → elastic_frame.osmodel → Analyze →
|
||||
Run → "Gravity + Lateral" → Display → Show Force Diagram / Modal.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
|
||||
from otko.core import (
|
||||
ConstantTimeSeries,
|
||||
CoordinateGridSystem,
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
GridSystem,
|
||||
LinearTimeSeries,
|
||||
ModalCase,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
StaticCase,
|
||||
UniformElementLoad,
|
||||
UnitSystem,
|
||||
make_grid_lines,
|
||||
)
|
||||
from otko.services import load_project, save_project
|
||||
|
||||
|
||||
# Frame geometry (inches).
|
||||
BAY = 360.0 # 30 ft — bay width
|
||||
H_STORY = 162.0 # 13.5 ft — story height
|
||||
N_BAYS = 3
|
||||
N_STORIES = 3
|
||||
|
||||
# Material + section (kip, in, ksi).
|
||||
E = 29000.0
|
||||
|
||||
# Column sections — exterior W14X257 vs interior W14X311.
|
||||
A_COL_EXT, IZ_COL_EXT = 75.6, 3400.0
|
||||
A_COL_INT, IZ_COL_INT = 91.4, 4330.0
|
||||
|
||||
# Beam sections — per floor.
|
||||
A_BEAM_F1, IZ_BEAM_F1 = 34.7, 5900.0 # W33X118 (floor 1)
|
||||
A_BEAM_F2, IZ_BEAM_F2 = 34.2, 4930.0 # W30X116 (floor 2)
|
||||
A_BEAM_F3, IZ_BEAM_F3 = 20.1, 1830.0 # W24X68 (floor 3)
|
||||
|
||||
# Gravity loading (total weight per floor, kip).
|
||||
LOAD_F1 = 1185.0
|
||||
LOAD_F2 = 1185.0
|
||||
LOAD_F3 = 970.0
|
||||
|
||||
# Lateral loading (kip, applied at each floor's leftmost joint, +X).
|
||||
P_F1 = 220.0
|
||||
P_F2 = 180.0
|
||||
P_F3 = 90.0
|
||||
|
||||
# Gravity constant.
|
||||
G = 386.4 # in/s²
|
||||
|
||||
# ─── ID layout ─────────────────────────────────────────────────────
|
||||
# Nodes: row-major, starting from (x=0, y=0). 4 columns × 4 rows = 16.
|
||||
# row r (0=base, 1=floor-1, 2=floor-2, 3=floor-3), col c (0..3):
|
||||
# id = 1 + r*4 + c
|
||||
#
|
||||
# Elements:
|
||||
# cols 1..12 : columns (bottom-to-top, left-to-right within each story)
|
||||
# cols 13..21 : beams (bottom-to-top, left-to-right within each floor)
|
||||
#
|
||||
def _node_id(row: int, col: int) -> int:
|
||||
return 1 + row * (N_BAYS + 1) + col
|
||||
|
||||
|
||||
def _col_id(story: int, col: int) -> int:
|
||||
# Story 1..3, col 0..3.
|
||||
return (story - 1) * (N_BAYS + 1) + col + 1
|
||||
|
||||
|
||||
def _beam_id(floor: int, bay: int) -> int:
|
||||
# Floor 1..3, bay 0..(N_BAYS-1).
|
||||
n_cols_total = N_STORIES * (N_BAYS + 1) # 12
|
||||
return n_cols_total + (floor - 1) * N_BAYS + bay + 1
|
||||
|
||||
|
||||
def build_elastic_frame() -> Project:
|
||||
nodes: list[Node] = []
|
||||
m_floor = {
|
||||
1: LOAD_F1 / ((N_BAYS + 1) * G), # mass per node at floor 1
|
||||
2: LOAD_F2 / ((N_BAYS + 1) * G),
|
||||
3: LOAD_F3 / ((N_BAYS + 1) * G),
|
||||
}
|
||||
for r in range(N_STORIES + 1):
|
||||
for c in range(N_BAYS + 1):
|
||||
nid = _node_id(r, c)
|
||||
x = c * BAY
|
||||
y = r * H_STORY
|
||||
if r == 0:
|
||||
# Base nodes: fix tx, ty, rz (the only active DOFs in ndm=2 ndf=3).
|
||||
restraint = (True, True, False, False, False, True)
|
||||
mass = (0.0,) * 6
|
||||
else:
|
||||
# Floor nodes: all 6 slots free. The runner's dof_idx
|
||||
# picks only (tx, ty, rz) = (0, 1, 5) out of this tuple
|
||||
# when emitting 2D. A stray True at index 5 would fix Rz
|
||||
# at every floor node and make the frame act rigid-joint.
|
||||
restraint = (False,) * 6
|
||||
m = m_floor[r]
|
||||
mass = (m, m, 0.0, 0.0, 0.0, 0.0)
|
||||
nodes.append(Node(
|
||||
id=nid, name=f"N{nid}",
|
||||
coords=(x, y, 0.0),
|
||||
restraint=restraint, mass=mass,
|
||||
))
|
||||
|
||||
# Sections: exterior col, interior col, beam-F1, beam-F2, beam-F3.
|
||||
sections = [
|
||||
ElasticSection(id=1, name="W14X257-ColExt",
|
||||
E=E, A=A_COL_EXT, Iz=IZ_COL_EXT,
|
||||
Iy=IZ_COL_EXT, G=11200.0, J=1.0),
|
||||
ElasticSection(id=2, name="W14X311-ColInt",
|
||||
E=E, A=A_COL_INT, Iz=IZ_COL_INT,
|
||||
Iy=IZ_COL_INT, G=11200.0, J=1.0),
|
||||
ElasticSection(id=3, name="W33X118-Beam1",
|
||||
E=E, A=A_BEAM_F1, Iz=IZ_BEAM_F1,
|
||||
Iy=IZ_BEAM_F1, G=11200.0, J=1.0),
|
||||
ElasticSection(id=4, name="W30X116-Beam2",
|
||||
E=E, A=A_BEAM_F2, Iz=IZ_BEAM_F2,
|
||||
Iy=IZ_BEAM_F2, G=11200.0, J=1.0),
|
||||
ElasticSection(id=5, name="W24X68-Beam3",
|
||||
E=E, A=A_BEAM_F3, Iz=IZ_BEAM_F3,
|
||||
Iy=IZ_BEAM_F3, G=11200.0, J=1.0),
|
||||
]
|
||||
|
||||
# Elements — 12 columns (PDelta) + 9 beams (Linear).
|
||||
elements: list[ElasticBeamColumn] = []
|
||||
for s in range(1, N_STORIES + 1):
|
||||
for c in range(N_BAYS + 1):
|
||||
sec_id = 1 if c in (0, N_BAYS) else 2 # exterior vs interior
|
||||
elements.append(ElasticBeamColumn(
|
||||
id=_col_id(s, c), name=f"Col-S{s}-C{c}",
|
||||
nodes=(_node_id(s - 1, c), _node_id(s, c)),
|
||||
section_id=sec_id, geom_transf="PDelta",
|
||||
))
|
||||
beam_sec = {1: 3, 2: 4, 3: 5}
|
||||
for f in range(1, N_STORIES + 1):
|
||||
for b in range(N_BAYS):
|
||||
elements.append(ElasticBeamColumn(
|
||||
id=_beam_id(f, b), name=f"Beam-F{f}-B{b}",
|
||||
nodes=(_node_id(f, b), _node_id(f, b + 1)),
|
||||
section_id=beam_sec[f], geom_transf="Linear",
|
||||
))
|
||||
|
||||
# Gravity distributed load per beam: w = -Load / (4 × bay). The Tcl
|
||||
# reference divides by 4 (number of column lines), not by the number
|
||||
# of bays — so the distributed load represents a *reference* tributary
|
||||
# intensity, not the total floor weight spread over all beams.
|
||||
# Corresponding reference values: w1 = w2 = -0.8229 kip/in, w3 = -0.6736.
|
||||
floor_total = {1: LOAD_F1, 2: LOAD_F2, 3: LOAD_F3}
|
||||
gravity_element_loads = [
|
||||
UniformElementLoad(
|
||||
element_id=_beam_id(f, b),
|
||||
wy=-floor_total[f] / ((N_BAYS + 1) * BAY),
|
||||
)
|
||||
for f in range(1, N_STORIES + 1)
|
||||
for b in range(N_BAYS)
|
||||
]
|
||||
|
||||
# Lateral point loads at each floor's leftmost joint (+X).
|
||||
lateral_nodes = {
|
||||
_node_id(1, 0): P_F1,
|
||||
_node_id(2, 0): P_F2,
|
||||
_node_id(3, 0): P_F3,
|
||||
}
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="Elastic Frame (OpenSees Ex 4)",
|
||||
author="OpenSees Examples Manual",
|
||||
description=(
|
||||
"3-story 3-bay 2D elastic frame, AISC W-shape sections, "
|
||||
"gravity (distributed) + lateral (point) + 5-mode eigen."
|
||||
),
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2, ndf=3,
|
||||
coord_systems=[
|
||||
CoordinateGridSystem(
|
||||
name="Global",
|
||||
grid=GridSystem(
|
||||
x_grid_lines=make_grid_lines(
|
||||
"X", [c * BAY for c in range(N_BAYS + 1)],
|
||||
),
|
||||
y_grid_lines=make_grid_lines(
|
||||
"Y", [r * H_STORY for r in range(N_STORIES + 1)],
|
||||
),
|
||||
z_grid_lines=make_grid_lines("Z", [0.0]),
|
||||
),
|
||||
),
|
||||
],
|
||||
nodes=nodes,
|
||||
sections=sections,
|
||||
elements=elements,
|
||||
time_series=[
|
||||
ConstantTimeSeries(id=1, name="Gravity"),
|
||||
LinearTimeSeries(id=2, name="Lateral"),
|
||||
],
|
||||
load_patterns=[
|
||||
PlainLoadPattern(
|
||||
id=1, name="Gravity",
|
||||
time_series_id=1,
|
||||
element_loads=gravity_element_loads,
|
||||
),
|
||||
PlainLoadPattern(
|
||||
id=2, name="Lateral",
|
||||
time_series_id=2,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=nid, forces=(P, 0, 0, 0, 0, 0))
|
||||
for nid, P in lateral_nodes.items()
|
||||
],
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
# Gravity alone — ΣFy at base should equal +3340 kip.
|
||||
StaticCase(
|
||||
id=1, name="Gravity",
|
||||
pattern_ids=[1],
|
||||
n_steps=1, load_factor_increment=1.0,
|
||||
system="BandGeneral", constraints="Transformation",
|
||||
integrator="LoadControl", algorithm="Linear",
|
||||
test="NormDispIncr", tolerance=1e-10, max_iter=10,
|
||||
),
|
||||
# Gravity + lateral — ΣFx at base should equal -490 kip.
|
||||
StaticCase(
|
||||
id=2, name="Gravity+Lateral",
|
||||
pattern_ids=[1, 2],
|
||||
n_steps=1, load_factor_increment=1.0,
|
||||
system="BandGeneral", constraints="Transformation",
|
||||
integrator="LoadControl", algorithm="Linear",
|
||||
test="NormDispIncr", tolerance=1e-10, max_iter=10,
|
||||
),
|
||||
# Eigen analysis on the lumped-mass model — 5 modes.
|
||||
ModalCase(id=3, name="Modal-5", n_modes=5),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_elastic_frame()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" ndm={project.ndm}, ndf={project.ndf}, "
|
||||
f"units={project.meta.units.value}")
|
||||
print(f" {len(project.nodes)} nodes, {len(project.elements)} elements")
|
||||
print(f" Total gravity load: {LOAD_F1 + LOAD_F2 + LOAD_F3:.0f} kip")
|
||||
print(f" Total lateral load: {P_F1 + P_F2 + P_F3:.0f} kip")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
4268
examples/ex1a_canti2d.osmodel
Normal file
4268
examples/ex1a_canti2d.osmodel
Normal file
File diff suppressed because it is too large
Load diff
241
examples/ex1a_canti2d.py
Normal file
241
examples/ex1a_canti2d.py
Normal file
|
|
@ -0,0 +1,241 @@
|
|||
"""OpenSees Example 1a. 2D Elastic Cantilever Column.
|
||||
|
||||
OpenSees Wiki:
|
||||
https://opensees.berkeley.edu/wiki/index.php?title=OpenSees_Example_1a._2D_Elastic_Cantilever_Column
|
||||
|
||||
This model keeps the original Example 1a geometry and packages both
|
||||
lateral-load variants into a single OTKO project:
|
||||
|
||||
- Gravity preload in 10 static LoadControl steps
|
||||
- Displacement-controlled static pushover
|
||||
- UniformExcitation ground-motion analysis using ``BM68elc.acc``
|
||||
|
||||
Run from the repository root:
|
||||
|
||||
python examples/ex1a_canti2d.py
|
||||
|
||||
Produces ``examples/ex1a_canti2d.osmodel``.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
|
||||
from otko.core import ( # noqa: E402
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PathTimeSeries,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
PushoverCase,
|
||||
StaticCase,
|
||||
TransientCase,
|
||||
UniformExcitationPattern,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
from otko.services.peer_record import parse_plain_values # noqa: E402
|
||||
|
||||
|
||||
COLUMN_HEIGHT = 432.0
|
||||
TOP_WEIGHT = 2000.0
|
||||
TOP_MASS_X = 5.18
|
||||
TOP_MASS_Y = 1.0e-9
|
||||
|
||||
AREA = 3_600_000_000.0
|
||||
E_MODULUS = 4227.0
|
||||
IZ = 1_080_000.0
|
||||
|
||||
PUSH_STEP = 0.1
|
||||
PUSH_TARGET = 100.0
|
||||
|
||||
GROUND_DT = 0.01
|
||||
GROUND_FACTOR = 1.0
|
||||
ANALYSIS_DT = 0.02
|
||||
ANALYSIS_STEPS = 1000
|
||||
DAMPING_RATIO = 0.02
|
||||
|
||||
_ROOT = Path(__file__).resolve().parent
|
||||
GROUND_MOTION_FILE = _ROOT / "data" / "BM68elc.acc"
|
||||
REFERENCE_PUSH_TCL = _ROOT / "data" / "Ex1a.Canti2D.Push.tcl.txt"
|
||||
REFERENCE_EQ_TCL = _ROOT / "data" / "Ex1a.Canti2D.EQ.tcl.txt"
|
||||
|
||||
|
||||
def _ground_motion_values() -> list[float]:
|
||||
return parse_plain_values(GROUND_MOTION_FILE)
|
||||
|
||||
|
||||
def build_ex1a_canti2d() -> Project:
|
||||
values = _ground_motion_values()
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="OpenSees Ex 1a - 2D Elastic Cantilever Column",
|
||||
author="OpenSees Wiki / Silvia Mazzoni & Frank McKenna",
|
||||
description=(
|
||||
"Original Ex 1a elastic cantilever column with shared gravity "
|
||||
"preload, static pushover, and BM68elc base-excitation cases."
|
||||
),
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2,
|
||||
ndf=3,
|
||||
nodes=[
|
||||
Node(
|
||||
id=1,
|
||||
name="Base",
|
||||
coords=(0.0, 0.0, 0.0),
|
||||
restraint=(True, True, False, False, False, True),
|
||||
),
|
||||
Node(
|
||||
id=2,
|
||||
name="Top",
|
||||
coords=(0.0, COLUMN_HEIGHT, 0.0),
|
||||
mass=(TOP_MASS_X, TOP_MASS_Y, 0.0, 0.0, 0.0, 0.0),
|
||||
),
|
||||
],
|
||||
sections=[
|
||||
ElasticSection(
|
||||
id=1,
|
||||
name="Column-Elastic",
|
||||
E=E_MODULUS,
|
||||
A=AREA,
|
||||
Iz=IZ,
|
||||
Iy=IZ,
|
||||
G=1.0,
|
||||
J=1.0,
|
||||
),
|
||||
],
|
||||
elements=[
|
||||
ElasticBeamColumn(
|
||||
id=1,
|
||||
name="Column",
|
||||
nodes=(1, 2),
|
||||
section_id=1,
|
||||
geom_transf="Linear",
|
||||
),
|
||||
],
|
||||
time_series=[
|
||||
LinearTimeSeries(id=1, name="Gravity"),
|
||||
LinearTimeSeries(id=2, name="Lateral"),
|
||||
PathTimeSeries(
|
||||
id=3,
|
||||
name="BM68elc",
|
||||
dt=GROUND_DT,
|
||||
factor=GROUND_FACTOR,
|
||||
values=values,
|
||||
file_path=str(GROUND_MOTION_FILE.name),
|
||||
),
|
||||
],
|
||||
load_patterns=[
|
||||
PlainLoadPattern(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(
|
||||
node_id=2,
|
||||
forces=(0.0, -TOP_WEIGHT, 0.0, 0.0, 0.0, 0.0),
|
||||
),
|
||||
],
|
||||
),
|
||||
PlainLoadPattern(
|
||||
id=2,
|
||||
name="Pushover-X",
|
||||
time_series_id=2,
|
||||
nodal_loads=[
|
||||
NodalLoad(
|
||||
node_id=2,
|
||||
forces=(TOP_WEIGHT, 0.0, 0.0, 0.0, 0.0, 0.0),
|
||||
),
|
||||
],
|
||||
),
|
||||
UniformExcitationPattern(
|
||||
id=3,
|
||||
name="GroundMotion-X",
|
||||
direction=1,
|
||||
accel_series_id=3,
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
pattern_ids=[1],
|
||||
n_steps=10,
|
||||
load_factor_increment=0.1,
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
integrator="LoadControl",
|
||||
algorithm="Newton",
|
||||
test="NormDispIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=6,
|
||||
),
|
||||
PushoverCase(
|
||||
id=2,
|
||||
name="Push",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[2],
|
||||
control_node=2,
|
||||
control_dof=1,
|
||||
target_disp=PUSH_TARGET,
|
||||
step_size=PUSH_STEP,
|
||||
base_nodes=[1],
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
algorithm="Newton",
|
||||
test="NormDispIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=6,
|
||||
),
|
||||
TransientCase(
|
||||
id=3,
|
||||
name="Earthquake",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[3],
|
||||
dt=ANALYSIS_DT,
|
||||
n_steps=ANALYSIS_STEPS,
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
integrator="Newmark",
|
||||
integrator_params=(0.5, 0.25),
|
||||
algorithm="Newton",
|
||||
test="NormDispIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=10,
|
||||
rayleigh_mode1_damping=DAMPING_RATIO,
|
||||
),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_ex1a_canti2d()
|
||||
project.validate_references()
|
||||
gm = next(ts for ts in project.time_series if ts.id == 3)
|
||||
assert isinstance(gm, PathTimeSeries)
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" Gravity + pushover + earthquake cases: {len(project.analyses)}")
|
||||
print(f" Ground motion file: {GROUND_MOTION_FILE.name}")
|
||||
print(f" Reference Tcls: {REFERENCE_PUSH_TCL.name}, {REFERENCE_EQ_TCL.name}")
|
||||
print(f" Record points: {len(gm.values)}, dt = {GROUND_DT}s, factor = {GROUND_FACTOR}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
8207
examples/ex1a_canti2d_eq.osmodel
Normal file
8207
examples/ex1a_canti2d_eq.osmodel
Normal file
File diff suppressed because it is too large
Load diff
212
examples/ex1a_canti2d_eq.py
Normal file
212
examples/ex1a_canti2d_eq.py
Normal file
|
|
@ -0,0 +1,212 @@
|
|||
"""Time History Analysis of a 2D Elastic Cantilever Column.
|
||||
|
||||
OpenSees Wiki tutorial / examples-manual variant:
|
||||
https://opensees.berkeley.edu/wiki/index.php?title=Time_History_Analysis_of_a_2D_Elastic_Cantilever_Column
|
||||
|
||||
This example mirrors ``Ex1a.Canti2D.EQ.modif.tcl`` but expresses it in
|
||||
OTKO's declarative project model:
|
||||
|
||||
- 2D frame (ndm=2, ndf=3), kip-in-sec units
|
||||
- One elastic cantilever column, fixed at the base
|
||||
- Gravity preload applied in 10 static LoadControl steps
|
||||
- Loma Prieta horizontal record ``A10000`` imported from a plain-text list
|
||||
- UniformExcitation in DOF 1 (+X)
|
||||
- Newmark average-acceleration transient with 2% mode-1 stiffness damping
|
||||
|
||||
Run from the repository root:
|
||||
|
||||
python examples/ex1a_canti2d_eq.py
|
||||
|
||||
Produces ``examples/ex1a_canti2d_eq.osmodel``.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
|
||||
from otko.core import (
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PathTimeSeries,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
StaticCase,
|
||||
TransientCase,
|
||||
UniformExcitationPattern,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project
|
||||
from otko.services.peer_record import parse_plain_values
|
||||
|
||||
|
||||
G = 386.0
|
||||
COLUMN_HEIGHT = 432.0
|
||||
TOP_WEIGHT = 2000.0
|
||||
TOP_MASS_X = 5.18
|
||||
|
||||
AREA = 3600.0
|
||||
E_MODULUS = 3225.0
|
||||
IZ = 1_080_000.0
|
||||
|
||||
GROUND_DT = 0.005
|
||||
ANALYSIS_DT = 0.01
|
||||
DAMPING_RATIO = 0.02
|
||||
|
||||
_ROOT = Path(__file__).resolve().parent
|
||||
GROUND_MOTION_FILE = _ROOT / "data" / "A10000.txt"
|
||||
REFERENCE_TCL = _ROOT / "data" / "Ex1a.Canti2D.EQ.modif.tcl.txt"
|
||||
|
||||
|
||||
def _ground_motion_values() -> list[float]:
|
||||
return parse_plain_values(GROUND_MOTION_FILE)
|
||||
|
||||
|
||||
def build_ex1a_canti2d_eq() -> Project:
|
||||
values = _ground_motion_values()
|
||||
n_steps = len(values) // 2
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="2D Elastic Cantilever EQ (OpenSees Ex 1a)",
|
||||
author="OpenSees Wiki / Examples Manual",
|
||||
description=(
|
||||
"Elastic 2D cantilever with gravity preload + horizontal "
|
||||
"UniformExcitation time history from the A10000 record."
|
||||
),
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2,
|
||||
ndf=3,
|
||||
nodes=[
|
||||
Node(
|
||||
id=1,
|
||||
name="Base",
|
||||
coords=(0.0, 0.0, 0.0),
|
||||
restraint=(True, True, False, False, False, True),
|
||||
),
|
||||
Node(
|
||||
id=2,
|
||||
name="Top",
|
||||
coords=(0.0, COLUMN_HEIGHT, 0.0),
|
||||
mass=(TOP_MASS_X, 0.0, 0.0, 0.0, 0.0, 0.0),
|
||||
),
|
||||
],
|
||||
sections=[
|
||||
ElasticSection(
|
||||
id=1,
|
||||
name="RC-Elastic",
|
||||
E=E_MODULUS,
|
||||
A=AREA,
|
||||
Iz=IZ,
|
||||
Iy=IZ,
|
||||
G=1.0,
|
||||
J=1.0,
|
||||
),
|
||||
],
|
||||
elements=[
|
||||
ElasticBeamColumn(
|
||||
id=1,
|
||||
name="Column",
|
||||
nodes=(1, 2),
|
||||
section_id=1,
|
||||
geom_transf="Linear",
|
||||
),
|
||||
],
|
||||
time_series=[
|
||||
LinearTimeSeries(id=1, name="Gravity"),
|
||||
PathTimeSeries(
|
||||
id=2,
|
||||
name="A10000",
|
||||
dt=GROUND_DT,
|
||||
factor=G,
|
||||
values=values,
|
||||
file_path=str(GROUND_MOTION_FILE.name),
|
||||
),
|
||||
],
|
||||
load_patterns=[
|
||||
PlainLoadPattern(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(
|
||||
node_id=2,
|
||||
forces=(0.0, -TOP_WEIGHT, 0.0, 0.0, 0.0, 0.0),
|
||||
),
|
||||
],
|
||||
),
|
||||
UniformExcitationPattern(
|
||||
id=2,
|
||||
name="GroundMotion-X",
|
||||
direction=1,
|
||||
accel_series_id=2,
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
pattern_ids=[1],
|
||||
n_steps=10,
|
||||
load_factor_increment=0.1,
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
integrator="LoadControl",
|
||||
algorithm="Linear",
|
||||
test="NormDispIncr",
|
||||
tolerance=1e-12,
|
||||
max_iter=10,
|
||||
),
|
||||
TransientCase(
|
||||
id=2,
|
||||
name="Earthquake",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[2],
|
||||
dt=ANALYSIS_DT,
|
||||
n_steps=n_steps,
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
integrator="Newmark",
|
||||
integrator_params=(0.5, 0.25),
|
||||
algorithm="Linear",
|
||||
test="NormDispIncr",
|
||||
tolerance=1e-12,
|
||||
max_iter=10,
|
||||
rayleigh_mode1_damping=DAMPING_RATIO,
|
||||
),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_ex1a_canti2d_eq()
|
||||
project.validate_references()
|
||||
gm = next(ts for ts in project.time_series if ts.id == 2)
|
||||
assert isinstance(gm, PathTimeSeries)
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" Ground motion file: {GROUND_MOTION_FILE.name}")
|
||||
print(f" Reference Tcl: {REFERENCE_TCL.name}")
|
||||
print(f" Points: {len(gm.values)}, dt = {GROUND_DT}s, factor = g = {G}")
|
||||
print(
|
||||
f" Transient: {project.analyses[1].n_steps} steps at "
|
||||
f"{ANALYSIS_DT}s (every second record point)"
|
||||
)
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
4360
examples/ex1b_portal2d.osmodel
Normal file
4360
examples/ex1b_portal2d.osmodel
Normal file
File diff suppressed because it is too large
Load diff
228
examples/ex1b_portal2d.py
Normal file
228
examples/ex1b_portal2d.py
Normal file
|
|
@ -0,0 +1,228 @@
|
|||
"""OpenSees Example 1b. Elastic Portal Frame.
|
||||
|
||||
OpenSees Wiki:
|
||||
https://opensees.berkeley.edu/wiki/index.php?title=OpenSees_Example_1b._Elastic_Portal_Frame
|
||||
|
||||
This packages the original Example 1b portal frame into one OTKO
|
||||
project with shared gravity preload and both lateral-load cases:
|
||||
|
||||
- static pushover
|
||||
- base-excitation earthquake analysis with ``BM68elc.acc``
|
||||
|
||||
Run from the repository root:
|
||||
|
||||
python examples/ex1b_portal2d.py
|
||||
|
||||
Produces ``examples/ex1b_portal2d.osmodel``.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
|
||||
from otko.core import ( # noqa: E402
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PathTimeSeries,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
PushoverCase,
|
||||
StaticCase,
|
||||
TransientCase,
|
||||
UniformElementLoad,
|
||||
UniformExcitationPattern,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
from otko.services.peer_record import parse_plain_values # noqa: E402
|
||||
|
||||
|
||||
L_BEAM = 504.0
|
||||
L_COL = 432.0
|
||||
TOP_MASS = 5.18
|
||||
|
||||
A_COL = 3_600_000_000.0
|
||||
IZ_COL = 1_080_000.0
|
||||
A_BEAM = 5_760_000_000.0
|
||||
IZ_BEAM = 4_423_680.0
|
||||
E_MODULUS = 4227.0
|
||||
|
||||
GRAVITY_W = -7.94
|
||||
LATERAL_NODE_LOAD = 2000.0
|
||||
|
||||
PUSH_STEP = 0.1
|
||||
PUSH_TARGET = 10.0
|
||||
|
||||
GROUND_DT = 0.01
|
||||
GROUND_FACTOR = 1.0
|
||||
ANALYSIS_DT = 0.02
|
||||
ANALYSIS_STEPS = 1000
|
||||
DAMPING_RATIO = 0.02
|
||||
|
||||
_ROOT = Path(__file__).resolve().parent
|
||||
GROUND_MOTION_FILE = _ROOT / "data" / "BM68elc.acc"
|
||||
REFERENCE_PUSH_TCL = _ROOT / "data" / "Ex1b.Portal2D.Push.tcl.txt"
|
||||
REFERENCE_EQ_TCL = _ROOT / "data" / "Ex1b.Portal2D.EQ.tcl.txt"
|
||||
|
||||
|
||||
def _ground_motion_values() -> list[float]:
|
||||
return parse_plain_values(GROUND_MOTION_FILE)
|
||||
|
||||
|
||||
def build_ex1b_portal2d() -> Project:
|
||||
values = _ground_motion_values()
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="OpenSees Ex 1b - Elastic Portal Frame",
|
||||
author="OpenSees Wiki / Silvia Mazzoni & Frank McKenna",
|
||||
description=(
|
||||
"Original Ex 1b elastic portal frame with shared gravity "
|
||||
"preload, static pushover, and BM68elc earthquake cases."
|
||||
),
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2,
|
||||
ndf=3,
|
||||
nodes=[
|
||||
Node(
|
||||
id=1,
|
||||
name="Base-L",
|
||||
coords=(0.0, 0.0, 0.0),
|
||||
restraint=(True, True, False, False, False, True),
|
||||
),
|
||||
Node(
|
||||
id=2,
|
||||
name="Base-R",
|
||||
coords=(L_BEAM, 0.0, 0.0),
|
||||
restraint=(True, True, False, False, False, True),
|
||||
),
|
||||
Node(id=3, name="Top-L", coords=(0.0, L_COL, 0.0), mass=(TOP_MASS, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
Node(id=4, name="Top-R", coords=(L_BEAM, L_COL, 0.0), mass=(TOP_MASS, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
sections=[
|
||||
ElasticSection(id=1, name="Column", E=E_MODULUS, A=A_COL, Iz=IZ_COL, Iy=IZ_COL, G=1.0, J=1.0),
|
||||
ElasticSection(id=2, name="Beam", E=E_MODULUS, A=A_BEAM, Iz=IZ_BEAM, Iy=IZ_BEAM, G=1.0, J=1.0),
|
||||
],
|
||||
elements=[
|
||||
ElasticBeamColumn(id=1, name="Col-L", nodes=(1, 3), section_id=1, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=2, name="Col-R", nodes=(2, 4), section_id=1, geom_transf="Linear"),
|
||||
ElasticBeamColumn(id=3, name="Beam", nodes=(3, 4), section_id=2, geom_transf="Linear"),
|
||||
],
|
||||
time_series=[
|
||||
LinearTimeSeries(id=1, name="Gravity"),
|
||||
LinearTimeSeries(id=2, name="Lateral"),
|
||||
PathTimeSeries(
|
||||
id=3,
|
||||
name="BM68elc",
|
||||
dt=GROUND_DT,
|
||||
factor=GROUND_FACTOR,
|
||||
values=values,
|
||||
file_path=str(GROUND_MOTION_FILE.name),
|
||||
),
|
||||
],
|
||||
load_patterns=[
|
||||
PlainLoadPattern(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
time_series_id=1,
|
||||
element_loads=[UniformElementLoad(element_id=3, wy=GRAVITY_W)],
|
||||
),
|
||||
PlainLoadPattern(
|
||||
id=2,
|
||||
name="Pushover-X",
|
||||
time_series_id=2,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=3, forces=(LATERAL_NODE_LOAD, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
NodalLoad(node_id=4, forces=(LATERAL_NODE_LOAD, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
),
|
||||
UniformExcitationPattern(
|
||||
id=3,
|
||||
name="GroundMotion-X",
|
||||
direction=1,
|
||||
accel_series_id=3,
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
pattern_ids=[1],
|
||||
n_steps=10,
|
||||
load_factor_increment=0.1,
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
integrator="LoadControl",
|
||||
algorithm="Newton",
|
||||
test="NormDispIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=6,
|
||||
),
|
||||
PushoverCase(
|
||||
id=2,
|
||||
name="Push",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[2],
|
||||
control_node=3,
|
||||
control_dof=1,
|
||||
target_disp=PUSH_TARGET,
|
||||
step_size=PUSH_STEP,
|
||||
base_nodes=[1, 2],
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
algorithm="Newton",
|
||||
test="NormDispIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=6,
|
||||
),
|
||||
TransientCase(
|
||||
id=3,
|
||||
name="Earthquake",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[3],
|
||||
dt=ANALYSIS_DT,
|
||||
n_steps=ANALYSIS_STEPS,
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
integrator="Newmark",
|
||||
integrator_params=(0.5, 0.25),
|
||||
algorithm="Newton",
|
||||
test="NormDispIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=10,
|
||||
rayleigh_mode1_damping=DAMPING_RATIO,
|
||||
),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_ex1b_portal2d()
|
||||
project.validate_references()
|
||||
gm = next(ts for ts in project.time_series if ts.id == 3)
|
||||
assert isinstance(gm, PathTimeSeries)
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" Gravity + pushover + earthquake cases: {len(project.analyses)}")
|
||||
print(f" Ground motion file: {GROUND_MOTION_FILE.name}")
|
||||
print(f" Reference Tcls: {REFERENCE_PUSH_TCL.name}, {REFERENCE_EQ_TCL.name}")
|
||||
print(f" Record points: {len(gm.values)}, dt = {GROUND_DT}s, factor = {GROUND_FACTOR}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
4268
examples/ex2a_canti2d_elastic_element.osmodel
Normal file
4268
examples/ex2a_canti2d_elastic_element.osmodel
Normal file
File diff suppressed because it is too large
Load diff
251
examples/ex2a_canti2d_elastic_element.py
Normal file
251
examples/ex2a_canti2d_elastic_element.py
Normal file
|
|
@ -0,0 +1,251 @@
|
|||
"""OpenSees Example 2a. Elastic Cantilever Column with variables.
|
||||
|
||||
OpenSees Wiki:
|
||||
https://opensees.berkeley.edu/wiki/index.php?title=OpenSees_Example_2a._Elastic_Cantilever_Column_with_variables
|
||||
|
||||
This example mirrors the Tcl tutorial's teaching goal: the model is
|
||||
defined from a small set of named parameters, then derived quantities
|
||||
such as mass, section area, and stiffness are computed from them.
|
||||
|
||||
The resulting OTKO project contains:
|
||||
|
||||
- gravity preload
|
||||
- static pushover
|
||||
- earthquake base excitation with ``BM68elc.acc``
|
||||
|
||||
Run from the repository root:
|
||||
|
||||
python examples/ex2a_canti2d_elastic_element.py
|
||||
|
||||
Produces ``examples/ex2a_canti2d_elastic_element.osmodel``.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import math
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
|
||||
from otko.core import ( # noqa: E402
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PathTimeSeries,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
PushoverCase,
|
||||
StaticCase,
|
||||
TransientCase,
|
||||
UniformExcitationPattern,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
from otko.services.peer_record import parse_plain_values # noqa: E402
|
||||
|
||||
|
||||
# Geometry and loading variables from the Tcl tutorial.
|
||||
L_COL = 432.0
|
||||
WEIGHT = 2000.0
|
||||
H_COL = 60.0
|
||||
B_COL = 60.0
|
||||
G_ACCEL = 386.4
|
||||
FC = -4.0
|
||||
|
||||
# Derived properties.
|
||||
P_COL = WEIGHT
|
||||
MASS = P_COL / G_ACCEL
|
||||
A_COL = B_COL * H_COL * 1000.0
|
||||
IZ_COL = (1.0 / 12.0) * B_COL * H_COL**3
|
||||
E_C = 57.0 * math.sqrt(-FC * 1000.0)
|
||||
|
||||
# Analysis variables.
|
||||
N_GRAVITY = 10
|
||||
GRAVITY_STEP = 1.0 / N_GRAVITY
|
||||
|
||||
PUSH_TARGET = 0.01 * L_COL
|
||||
PUSH_STEP = 0.001 * L_COL
|
||||
H_LOAD = WEIGHT
|
||||
|
||||
GROUND_DT = 0.01
|
||||
GROUND_FACTOR = 1.0
|
||||
ANALYSIS_DT = 0.01
|
||||
ANALYSIS_STEPS = 1000
|
||||
DAMPING_RATIO = 0.02
|
||||
|
||||
_ROOT = Path(__file__).resolve().parent
|
||||
GROUND_MOTION_FILE = _ROOT / "data" / "BM68elc.acc"
|
||||
REFERENCE_PUSH_TCL = _ROOT / "data" / "Ex2a.Canti2D.ElasticElement.Push.tcl.txt"
|
||||
REFERENCE_EQ_TCL = _ROOT / "data" / "Ex2a.Canti2D.ElasticElement.EQ.tcl.txt"
|
||||
|
||||
|
||||
def _ground_motion_values() -> list[float]:
|
||||
return parse_plain_values(GROUND_MOTION_FILE)
|
||||
|
||||
|
||||
def build_ex2a_canti2d_elastic_element() -> Project:
|
||||
values = _ground_motion_values()
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="OpenSees Ex 2a - Elastic Cantilever Column with Variables",
|
||||
author="OpenSees Wiki / Silvia Mazzoni & Frank McKenna",
|
||||
description=(
|
||||
"Variable-driven elastic cantilever model with derived mass, "
|
||||
"section, pushover, and earthquake analysis parameters."
|
||||
),
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2,
|
||||
ndf=3,
|
||||
nodes=[
|
||||
Node(
|
||||
id=1,
|
||||
name="Base",
|
||||
coords=(0.0, 0.0, 0.0),
|
||||
restraint=(True, True, False, False, False, True),
|
||||
),
|
||||
Node(
|
||||
id=2,
|
||||
name="Top",
|
||||
coords=(0.0, L_COL, 0.0),
|
||||
mass=(MASS, 1.0e-9, 0.0, 0.0, 0.0, 0.0),
|
||||
),
|
||||
],
|
||||
sections=[
|
||||
ElasticSection(
|
||||
id=1,
|
||||
name="Elastic-Column",
|
||||
E=E_C,
|
||||
A=A_COL,
|
||||
Iz=IZ_COL,
|
||||
Iy=IZ_COL,
|
||||
G=1.0,
|
||||
J=1.0,
|
||||
),
|
||||
],
|
||||
elements=[
|
||||
ElasticBeamColumn(
|
||||
id=1,
|
||||
name="Column",
|
||||
nodes=(1, 2),
|
||||
section_id=1,
|
||||
geom_transf="Linear",
|
||||
),
|
||||
],
|
||||
time_series=[
|
||||
LinearTimeSeries(id=1, name="Gravity"),
|
||||
LinearTimeSeries(id=2, name="Lateral"),
|
||||
PathTimeSeries(
|
||||
id=3,
|
||||
name="BM68elc",
|
||||
dt=GROUND_DT,
|
||||
factor=GROUND_FACTOR,
|
||||
values=values,
|
||||
file_path=str(GROUND_MOTION_FILE.name),
|
||||
),
|
||||
],
|
||||
load_patterns=[
|
||||
PlainLoadPattern(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=2, forces=(0.0, -P_COL, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
),
|
||||
PlainLoadPattern(
|
||||
id=200,
|
||||
name="Pushover-X",
|
||||
time_series_id=2,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=2, forces=(H_LOAD, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
),
|
||||
UniformExcitationPattern(
|
||||
id=400,
|
||||
name="GroundMotion-X",
|
||||
direction=1,
|
||||
accel_series_id=3,
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
pattern_ids=[1],
|
||||
n_steps=N_GRAVITY,
|
||||
load_factor_increment=GRAVITY_STEP,
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
integrator="LoadControl",
|
||||
algorithm="Newton",
|
||||
test="NormDispIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=6,
|
||||
),
|
||||
PushoverCase(
|
||||
id=2,
|
||||
name="Push",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[200],
|
||||
control_node=2,
|
||||
control_dof=1,
|
||||
target_disp=PUSH_TARGET,
|
||||
step_size=PUSH_STEP,
|
||||
base_nodes=[1],
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
algorithm="Newton",
|
||||
test="EnergyIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=6,
|
||||
),
|
||||
TransientCase(
|
||||
id=3,
|
||||
name="Earthquake",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[400],
|
||||
dt=ANALYSIS_DT,
|
||||
n_steps=ANALYSIS_STEPS,
|
||||
system="SparseGeneral",
|
||||
constraints="Transformation",
|
||||
integrator="Newmark",
|
||||
integrator_params=(0.5, 0.25),
|
||||
algorithm="ModifiedNewton",
|
||||
test="EnergyIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=10,
|
||||
rayleigh_mode1_damping=DAMPING_RATIO,
|
||||
),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_ex2a_canti2d_elastic_element()
|
||||
project.validate_references()
|
||||
gm = next(ts for ts in project.time_series if ts.id == 3)
|
||||
assert isinstance(gm, PathTimeSeries)
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" LCol={L_COL}, Weight={WEIGHT}, ACol={A_COL:.1f}, Ec={E_C:.3f}")
|
||||
print(f" Gravity + pushover + earthquake cases: {len(project.analyses)}")
|
||||
print(f" Ground motion file: {GROUND_MOTION_FILE.name}")
|
||||
print(f" Reference Tcls: {REFERENCE_PUSH_TCL.name}, {REFERENCE_EQ_TCL.name}")
|
||||
print(f" Record points: {len(gm.values)}, dt = {GROUND_DT}s, factor = {GROUND_FACTOR}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
4296
examples/ex2b_canti2d_inelastic_section.osmodel
Normal file
4296
examples/ex2b_canti2d_inelastic_section.osmodel
Normal file
File diff suppressed because it is too large
Load diff
276
examples/ex2b_canti2d_inelastic_section.py
Normal file
276
examples/ex2b_canti2d_inelastic_section.py
Normal file
|
|
@ -0,0 +1,276 @@
|
|||
"""OpenSees Example 2b. Nonlinear Cantilever Column: Uniaxial Inelastic Section.
|
||||
|
||||
OpenSees Wiki:
|
||||
https://opensees.berkeley.edu/wiki/index.php?title=OpenSees_Example_2b._Nonlinear_Cantilever_Column:_Uniaxial_Inelastic_Section
|
||||
|
||||
This is the first nonlinear cantilever example in the OpenSees tutorial
|
||||
sequence. The column uses:
|
||||
|
||||
- uniaxial elastic axial response
|
||||
- uniaxial bilinear flexural response
|
||||
- a SectionAggregator that combines P and Mz into one section
|
||||
- a force-based nonlinear beam-column element
|
||||
|
||||
Run from the repository root:
|
||||
|
||||
python examples/ex2b_canti2d_inelastic_section.py
|
||||
|
||||
Produces ``examples/ex2b_canti2d_inelastic_section.osmodel``.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import math
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
|
||||
from otko.core import ( # noqa: E402
|
||||
AggregatorDOF,
|
||||
ElasticUniaxial,
|
||||
ForceBeamColumn,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PathTimeSeries,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
PushoverCase,
|
||||
SectionAggregator,
|
||||
StaticCase,
|
||||
Steel01,
|
||||
TransientCase,
|
||||
UniformExcitationPattern,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
from otko.services.peer_record import parse_plain_values # noqa: E402
|
||||
|
||||
|
||||
# Geometry / mass variables.
|
||||
L_COL = 432.0
|
||||
WEIGHT = 2000.0
|
||||
H_COL = 60.0
|
||||
B_COL = 60.0
|
||||
G_ACCEL = 386.4
|
||||
|
||||
P_COL = WEIGHT
|
||||
MASS = P_COL / G_ACCEL
|
||||
A_COL = B_COL * H_COL * 1000.0
|
||||
IZ_COL = (1.0 / 12.0) * B_COL * H_COL**3
|
||||
|
||||
# Material / section variables.
|
||||
FC = -4.0
|
||||
E_C = 57.0 * math.sqrt(-FC * 1000.0)
|
||||
EI_COL = E_C * IZ_COL
|
||||
EA_COL = E_C * A_COL
|
||||
MY_COL = 130000.0
|
||||
PHI_Y_COL = 0.65e-4
|
||||
EI_COL_CRACK = MY_COL / PHI_Y_COL
|
||||
HARDENING_RATIO = 0.01
|
||||
NUM_INT_PTS = 5
|
||||
|
||||
# Analysis variables.
|
||||
N_GRAVITY = 10
|
||||
GRAVITY_STEP = 1.0 / N_GRAVITY
|
||||
|
||||
PUSH_TARGET = 0.05 * L_COL
|
||||
PUSH_STEP = 0.001 * L_COL
|
||||
H_LOAD = WEIGHT
|
||||
|
||||
GROUND_DT = 0.01
|
||||
GROUND_FACTOR = 1.0
|
||||
ANALYSIS_DT = 0.01
|
||||
ANALYSIS_STEPS = 1000
|
||||
DAMPING_RATIO = 0.02
|
||||
|
||||
_ROOT = Path(__file__).resolve().parent
|
||||
GROUND_MOTION_FILE = _ROOT / "data" / "BM68elc.acc"
|
||||
REFERENCE_PUSH_TCL = _ROOT / "data" / "Ex2b.Canti2D.InelasticSection.Push.tcl.txt"
|
||||
REFERENCE_EQ_TCL = _ROOT / "data" / "Ex2b.Canti2D.InelasticSection.EQ.tcl.txt"
|
||||
|
||||
|
||||
def _ground_motion_values() -> list[float]:
|
||||
return parse_plain_values(GROUND_MOTION_FILE)
|
||||
|
||||
|
||||
def build_ex2b_canti2d_inelastic_section() -> Project:
|
||||
values = _ground_motion_values()
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="OpenSees Ex 2b - Nonlinear Cantilever Column",
|
||||
author="OpenSees Wiki / Silvia Mazzoni & Frank McKenna",
|
||||
description=(
|
||||
"Nonlinear cantilever with an aggregated uniaxial section: "
|
||||
"elastic axial P plus bilinear inelastic Mz in one force-based element."
|
||||
),
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2,
|
||||
ndf=3,
|
||||
nodes=[
|
||||
Node(
|
||||
id=1,
|
||||
name="Base",
|
||||
coords=(0.0, 0.0, 0.0),
|
||||
restraint=(True, True, False, False, False, True),
|
||||
),
|
||||
Node(
|
||||
id=2,
|
||||
name="Top",
|
||||
coords=(0.0, L_COL, 0.0),
|
||||
mass=(MASS, 1.0e-9, 0.0, 0.0, 0.0, 0.0),
|
||||
),
|
||||
],
|
||||
materials=[
|
||||
Steel01(
|
||||
id=2,
|
||||
name="Col-Flex",
|
||||
Fy=MY_COL,
|
||||
E0=EI_COL_CRACK,
|
||||
b=HARDENING_RATIO,
|
||||
),
|
||||
ElasticUniaxial(
|
||||
id=3,
|
||||
name="Col-Axial",
|
||||
E=EA_COL,
|
||||
),
|
||||
],
|
||||
sections=[
|
||||
SectionAggregator(
|
||||
id=1,
|
||||
name="Col-Section",
|
||||
pairings=[
|
||||
AggregatorDOF(material_id=3, dof="P"),
|
||||
AggregatorDOF(material_id=2, dof="Mz"),
|
||||
],
|
||||
),
|
||||
],
|
||||
elements=[
|
||||
ForceBeamColumn(
|
||||
id=1,
|
||||
name="Column",
|
||||
nodes=(1, 2),
|
||||
section_id=1,
|
||||
integration_points=NUM_INT_PTS,
|
||||
geom_transf="Linear",
|
||||
),
|
||||
],
|
||||
time_series=[
|
||||
LinearTimeSeries(id=1, name="Gravity"),
|
||||
LinearTimeSeries(id=200, name="Lateral"),
|
||||
PathTimeSeries(
|
||||
id=400,
|
||||
name="BM68elc",
|
||||
dt=GROUND_DT,
|
||||
factor=GROUND_FACTOR,
|
||||
values=values,
|
||||
file_path=str(GROUND_MOTION_FILE.name),
|
||||
),
|
||||
],
|
||||
load_patterns=[
|
||||
PlainLoadPattern(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=2, forces=(0.0, -P_COL, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
),
|
||||
PlainLoadPattern(
|
||||
id=200,
|
||||
name="Pushover-X",
|
||||
time_series_id=200,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=2, forces=(H_LOAD, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
),
|
||||
UniformExcitationPattern(
|
||||
id=400,
|
||||
name="GroundMotion-X",
|
||||
direction=1,
|
||||
accel_series_id=400,
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
pattern_ids=[1],
|
||||
n_steps=N_GRAVITY,
|
||||
load_factor_increment=GRAVITY_STEP,
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
integrator="LoadControl",
|
||||
algorithm="Newton",
|
||||
test="NormDispIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=6,
|
||||
),
|
||||
PushoverCase(
|
||||
id=2,
|
||||
name="Push",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[200],
|
||||
control_node=2,
|
||||
control_dof=1,
|
||||
target_disp=PUSH_TARGET,
|
||||
step_size=PUSH_STEP,
|
||||
base_nodes=[1],
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
algorithm="Newton",
|
||||
test="EnergyIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=6,
|
||||
),
|
||||
TransientCase(
|
||||
id=3,
|
||||
name="Earthquake",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[400],
|
||||
dt=ANALYSIS_DT,
|
||||
n_steps=ANALYSIS_STEPS,
|
||||
system="SparseGeneral",
|
||||
constraints="Transformation",
|
||||
integrator="Newmark",
|
||||
integrator_params=(0.5, 0.25),
|
||||
algorithm="ModifiedNewton",
|
||||
test="EnergyIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=10,
|
||||
rayleigh_mode1_damping=DAMPING_RATIO,
|
||||
),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_ex2b_canti2d_inelastic_section()
|
||||
project.validate_references()
|
||||
gm = next(ts for ts in project.time_series if ts.id == 400)
|
||||
assert isinstance(gm, PathTimeSeries)
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(
|
||||
f" LCol={L_COL}, EA={EA_COL:.1f}, My={MY_COL:.1f}, "
|
||||
f"EIcr={EI_COL_CRACK:.1f}, b={HARDENING_RATIO}"
|
||||
)
|
||||
print(f" Gravity + pushover + earthquake cases: {len(project.analyses)}")
|
||||
print(f" Ground motion file: {GROUND_MOTION_FILE.name}")
|
||||
print(f" Reference Tcls: {REFERENCE_PUSH_TCL.name}, {REFERENCE_EQ_TCL.name}")
|
||||
print(f" Record points: {len(gm.values)}, dt = {GROUND_DT}s, factor = {GROUND_FACTOR}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
4324
examples/ex2c_canti2d_inelastic_fiber_section.osmodel
Normal file
4324
examples/ex2c_canti2d_inelastic_fiber_section.osmodel
Normal file
File diff suppressed because it is too large
Load diff
324
examples/ex2c_canti2d_inelastic_fiber_section.py
Normal file
324
examples/ex2c_canti2d_inelastic_fiber_section.py
Normal file
|
|
@ -0,0 +1,324 @@
|
|||
"""OpenSees Example 2c. Nonlinear Cantilever Column: Inelastic Fiber Section.
|
||||
|
||||
OpenSees Wiki:
|
||||
https://opensees.berkeley.edu/wiki/index.php?title=OpenSees_Example_2c._Nonlinear_Cantilever_Column:_Inelastic_Uniaxial_Materials_in_Fiber_Section
|
||||
|
||||
This example replaces the aggregated uniaxial section of Ex2b with a
|
||||
fiber section built from inelastic uniaxial materials. The fiber section
|
||||
couples axial and flexural behavior naturally through the section
|
||||
integration.
|
||||
|
||||
Run from the repository root:
|
||||
|
||||
python examples/ex2c_canti2d_inelastic_fiber_section.py
|
||||
|
||||
Produces ``examples/ex2c_canti2d_inelastic_fiber_section.osmodel``.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import math
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
|
||||
from otko.core import ( # noqa: E402
|
||||
Concrete02,
|
||||
FiberSection,
|
||||
ForceBeamColumn,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PathTimeSeries,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
PushoverCase,
|
||||
RectangularPatch,
|
||||
Steel02,
|
||||
StraightLayer,
|
||||
TransientCase,
|
||||
StaticCase,
|
||||
UniformExcitationPattern,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
from otko.services.peer_record import parse_plain_values # noqa: E402
|
||||
|
||||
|
||||
L_COL = 432.0
|
||||
WEIGHT = 2000.0
|
||||
H_COL = 60.0
|
||||
B_COL = 60.0
|
||||
G_ACCEL = 386.4
|
||||
|
||||
P_COL = WEIGHT
|
||||
MASS = P_COL / G_ACCEL
|
||||
A_COL = B_COL * H_COL
|
||||
IZ_COL = (1.0 / 12.0) * B_COL * H_COL**3
|
||||
|
||||
COVER_COL = 5.0
|
||||
NUM_BARS_COL = 5
|
||||
BAR_AREA_COL = 2.25
|
||||
|
||||
FC = -4.0
|
||||
EC = 57.0 * math.sqrt(-FC * 1000.0)
|
||||
FC1U = FC
|
||||
EPS1U = -0.003
|
||||
FC2U = 0.2 * FC1U
|
||||
EPS2U = -0.01
|
||||
LAMBDA = 0.1
|
||||
FTU = -0.14 * FC1U
|
||||
ETS = FTU / 0.002
|
||||
|
||||
FY = 66.8
|
||||
ES = 29000.0
|
||||
BS = 0.01
|
||||
R0 = 18.0
|
||||
CR1 = 0.925
|
||||
CR2 = 0.15
|
||||
|
||||
NUM_INT_PTS = 5
|
||||
|
||||
N_GRAVITY = 10
|
||||
GRAVITY_STEP = 1.0 / N_GRAVITY
|
||||
|
||||
PUSH_TARGET = 0.01 * L_COL
|
||||
PUSH_STEP = 0.001 * L_COL
|
||||
H_LOAD = WEIGHT
|
||||
|
||||
GROUND_DT = 0.01
|
||||
GROUND_FACTOR = 1.0
|
||||
ANALYSIS_DT = 0.01
|
||||
ANALYSIS_STEPS = 1000
|
||||
DAMPING_RATIO = 0.02
|
||||
|
||||
_ROOT = Path(__file__).resolve().parent
|
||||
GROUND_MOTION_FILE = _ROOT / "data" / "BM68elc.acc"
|
||||
REFERENCE_PUSH_TCL = _ROOT / "data" / "Ex2c.Canti2D.InelasticFiberSection.Push.tcl.txt"
|
||||
REFERENCE_EQ_TCL = _ROOT / "data" / "Ex2c.Canti2D.InelasticFiberSection.EQ.tcl.txt"
|
||||
|
||||
|
||||
def _ground_motion_values() -> list[float]:
|
||||
return parse_plain_values(GROUND_MOTION_FILE)
|
||||
|
||||
|
||||
def build_ex2c_canti2d_inelastic_fiber_section() -> Project:
|
||||
values = _ground_motion_values()
|
||||
cover_y = H_COL / 2.0
|
||||
cover_z = B_COL / 2.0
|
||||
core_y = cover_y - COVER_COL
|
||||
core_z = cover_z - COVER_COL
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="OpenSees Ex 2c - Inelastic Fiber-Section Cantilever",
|
||||
author="OpenSees Wiki / Silvia Mazzoni & Frank McKenna",
|
||||
description=(
|
||||
"Nonlinear cantilever with a fiber section built from "
|
||||
"Concrete02 and Steel02 uniaxial materials."
|
||||
),
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2,
|
||||
ndf=3,
|
||||
nodes=[
|
||||
Node(
|
||||
id=1,
|
||||
name="Base",
|
||||
coords=(0.0, 0.0, 0.0),
|
||||
restraint=(True, True, False, False, False, True),
|
||||
),
|
||||
Node(
|
||||
id=2,
|
||||
name="Top",
|
||||
coords=(0.0, L_COL, 0.0),
|
||||
mass=(MASS, 1.0e-9, 0.0, 0.0, 0.0, 0.0),
|
||||
),
|
||||
],
|
||||
materials=[
|
||||
Concrete02(
|
||||
id=1,
|
||||
name="Cover-Concrete",
|
||||
fpc=FC1U,
|
||||
epsc0=EPS1U,
|
||||
fpcu=FC2U,
|
||||
epsU=EPS2U,
|
||||
lambda_=LAMBDA,
|
||||
ft=FTU,
|
||||
Ets=ETS,
|
||||
),
|
||||
Steel02(
|
||||
id=2,
|
||||
name="Rebar-Steel",
|
||||
Fy=FY,
|
||||
E0=ES,
|
||||
b=BS,
|
||||
R0=R0,
|
||||
cR1=CR1,
|
||||
cR2=CR2,
|
||||
),
|
||||
],
|
||||
sections=[
|
||||
FiberSection(
|
||||
id=1,
|
||||
name="RC-Fiber-Section",
|
||||
patches=[
|
||||
RectangularPatch(
|
||||
material_id=1,
|
||||
n_fib_y=16,
|
||||
n_fib_z=4,
|
||||
y_i=-cover_y,
|
||||
z_i=-cover_z,
|
||||
y_j=cover_y,
|
||||
z_j=cover_z,
|
||||
),
|
||||
],
|
||||
layers=[
|
||||
StraightLayer(
|
||||
material_id=2,
|
||||
n_bars=NUM_BARS_COL,
|
||||
bar_area=BAR_AREA_COL,
|
||||
y_start=-core_y,
|
||||
z_start=core_z,
|
||||
y_end=-core_y,
|
||||
z_end=-core_z,
|
||||
),
|
||||
StraightLayer(
|
||||
material_id=2,
|
||||
n_bars=NUM_BARS_COL,
|
||||
bar_area=BAR_AREA_COL,
|
||||
y_start=core_y,
|
||||
z_start=core_z,
|
||||
y_end=core_y,
|
||||
z_end=-core_z,
|
||||
),
|
||||
],
|
||||
),
|
||||
],
|
||||
elements=[
|
||||
ForceBeamColumn(
|
||||
id=1,
|
||||
name="Column",
|
||||
nodes=(1, 2),
|
||||
section_id=1,
|
||||
integration_points=NUM_INT_PTS,
|
||||
geom_transf="Linear",
|
||||
),
|
||||
],
|
||||
time_series=[
|
||||
LinearTimeSeries(id=1, name="Gravity"),
|
||||
LinearTimeSeries(id=200, name="Lateral"),
|
||||
PathTimeSeries(
|
||||
id=400,
|
||||
name="BM68elc",
|
||||
dt=GROUND_DT,
|
||||
factor=GROUND_FACTOR,
|
||||
values=values,
|
||||
file_path=str(GROUND_MOTION_FILE.name),
|
||||
),
|
||||
],
|
||||
load_patterns=[
|
||||
PlainLoadPattern(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=2, forces=(0.0, -P_COL, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
),
|
||||
PlainLoadPattern(
|
||||
id=200,
|
||||
name="Pushover-X",
|
||||
time_series_id=200,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=2, forces=(H_LOAD, 0.0, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
),
|
||||
UniformExcitationPattern(
|
||||
id=400,
|
||||
name="GroundMotion-X",
|
||||
direction=1,
|
||||
accel_series_id=400,
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(
|
||||
id=1,
|
||||
name="Gravity",
|
||||
pattern_ids=[1],
|
||||
n_steps=N_GRAVITY,
|
||||
load_factor_increment=GRAVITY_STEP,
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
integrator="LoadControl",
|
||||
algorithm="Newton",
|
||||
test="NormDispIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=6,
|
||||
),
|
||||
PushoverCase(
|
||||
id=2,
|
||||
name="Push",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[200],
|
||||
control_node=2,
|
||||
control_dof=1,
|
||||
target_disp=PUSH_TARGET,
|
||||
step_size=PUSH_STEP,
|
||||
base_nodes=[1],
|
||||
system="BandGeneral",
|
||||
constraints="Plain",
|
||||
algorithm="Newton",
|
||||
test="EnergyIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=6,
|
||||
),
|
||||
TransientCase(
|
||||
id=3,
|
||||
name="Earthquake",
|
||||
preload_case_ids=[1],
|
||||
pattern_ids=[400],
|
||||
dt=ANALYSIS_DT,
|
||||
n_steps=ANALYSIS_STEPS,
|
||||
system="SparseGeneral",
|
||||
constraints="Transformation",
|
||||
integrator="Newmark",
|
||||
integrator_params=(0.5, 0.25),
|
||||
algorithm="ModifiedNewton",
|
||||
test="EnergyIncr",
|
||||
tolerance=1e-8,
|
||||
max_iter=10,
|
||||
rayleigh_mode1_damping=DAMPING_RATIO,
|
||||
),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_ex2c_canti2d_inelastic_fiber_section()
|
||||
project.validate_references()
|
||||
gm = next(ts for ts in project.time_series if ts.id == 400)
|
||||
assert isinstance(gm, PathTimeSeries)
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(
|
||||
f" LCol={L_COL}, ACol={A_COL:.1f}, Iz={IZ_COL:.1f}, "
|
||||
f"bars/layer={NUM_BARS_COL}, bar area={BAR_AREA_COL}"
|
||||
)
|
||||
print(f" Gravity + pushover + earthquake cases: {len(project.analyses)}")
|
||||
print(f" Ground motion file: {GROUND_MOTION_FILE.name}")
|
||||
print(f" Reference Tcls: {REFERENCE_PUSH_TCL.name}, {REFERENCE_EQ_TCL.name}")
|
||||
print(f" Record points: {len(gm.values)}, dt = {GROUND_DT}s, factor = {GROUND_FACTOR}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
4268
examples/ex3_canti2d_elastic_element.osmodel
Normal file
4268
examples/ex3_canti2d_elastic_element.osmodel
Normal file
File diff suppressed because it is too large
Load diff
138
examples/ex3_canti2d_elastic_element.py
Normal file
138
examples/ex3_canti2d_elastic_element.py
Normal file
|
|
@ -0,0 +1,138 @@
|
|||
"""OpenSees Example 3. Cantilever Column with units: elastic build.
|
||||
|
||||
This example follows the separated-build/analysis style of the Tcl
|
||||
tutorial. Here we package the elastic build variant together with the
|
||||
shared gravity, pushover, and uniform-earthquake analyses.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import math
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
|
||||
from otko.core import ( # noqa: E402
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PathTimeSeries,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
PushoverCase,
|
||||
StaticCase,
|
||||
TransientCase,
|
||||
UniformExcitationPattern,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
from otko.services.peer_record import parse_plain_values # noqa: E402
|
||||
|
||||
|
||||
INCH = 1.0
|
||||
KIP = 1.0
|
||||
SEC = 1.0
|
||||
FT = 12.0 * INCH
|
||||
KSI = KIP / INCH**2
|
||||
PSI = KSI / 1000.0
|
||||
G_ACCEL = 32.2 * FT / SEC**2
|
||||
|
||||
L_COL = 36.0 * FT
|
||||
WEIGHT = 2000.0 * KIP
|
||||
H_COL = 5.0 * FT
|
||||
B_COL = 5.0 * FT
|
||||
|
||||
P_COL = WEIGHT
|
||||
MASS = P_COL / G_ACCEL
|
||||
A_COL = B_COL * H_COL
|
||||
IZ_COL = (1.0 / 12.0) * B_COL * H_COL**3
|
||||
FC = -4.0 * KSI
|
||||
E_C = 57.0 * KSI * math.sqrt(-FC / PSI)
|
||||
|
||||
N_GRAVITY = 10
|
||||
GRAVITY_STEP = 1.0 / N_GRAVITY
|
||||
PUSH_TARGET = 0.05 * L_COL
|
||||
PUSH_STEP = 0.001 * L_COL
|
||||
H_LOAD = WEIGHT
|
||||
|
||||
GROUND_DT = 0.01
|
||||
GROUND_FACTOR = 1.0
|
||||
ANALYSIS_DT = 0.01
|
||||
ANALYSIS_STEPS = 1000
|
||||
DAMPING_RATIO = 0.02
|
||||
|
||||
_ROOT = Path(__file__).resolve().parent
|
||||
GROUND_MOTION_FILE = _ROOT / "data" / "BM68elc.acc"
|
||||
REFERENCE_BUILD_TCL = _ROOT / "data" / "Ex3.Canti2D.build.ElasticElement.tcl.txt"
|
||||
REFERENCE_PUSH_TCL = _ROOT / "data" / "Ex3.Canti2D.analyze.Static.Push.tcl.txt"
|
||||
REFERENCE_EQ_TCL = _ROOT / "data" / "Ex3.Canti2D.analyze.Dynamic.EQ.Uniform.tcl.txt"
|
||||
|
||||
|
||||
def _ground_motion_values() -> list[float]:
|
||||
return parse_plain_values(GROUND_MOTION_FILE)
|
||||
|
||||
|
||||
def build_ex3_canti2d_elastic_element() -> Project:
|
||||
values = _ground_motion_values()
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="OpenSees Ex 3 - Cantilever (Elastic Build)",
|
||||
author="OpenSees Wiki / Silvia Mazzoni & Frank McKenna",
|
||||
description=(
|
||||
"Example 3 elastic cantilever build with unit-scaled geometry "
|
||||
"and shared push / uniform-EQ analysis files."
|
||||
),
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2,
|
||||
ndf=3,
|
||||
nodes=[
|
||||
Node(id=1, name="Base", coords=(0.0, 0.0, 0.0), restraint=(True, True, False, False, False, True)),
|
||||
Node(id=2, name="Top", coords=(0.0, L_COL, 0.0), mass=(MASS, 1.0e-9, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
sections=[
|
||||
ElasticSection(id=1, name="Elastic-Column", E=E_C, A=A_COL, Iz=IZ_COL, Iy=IZ_COL, G=1.0, J=1.0),
|
||||
],
|
||||
elements=[
|
||||
ElasticBeamColumn(id=1, name="Column", nodes=(1, 2), section_id=1, geom_transf="Linear"),
|
||||
],
|
||||
time_series=[
|
||||
LinearTimeSeries(id=1, name="Gravity"),
|
||||
LinearTimeSeries(id=200, name="Lateral"),
|
||||
PathTimeSeries(id=400, name="BM68elc", dt=GROUND_DT, factor=GROUND_FACTOR, values=values, file_path=str(GROUND_MOTION_FILE.name)),
|
||||
],
|
||||
load_patterns=[
|
||||
PlainLoadPattern(id=1, name="Gravity", time_series_id=1, nodal_loads=[NodalLoad(node_id=2, forces=(0.0, -P_COL, 0.0, 0.0, 0.0, 0.0))]),
|
||||
PlainLoadPattern(id=200, name="Pushover-X", time_series_id=200, nodal_loads=[NodalLoad(node_id=2, forces=(H_LOAD, 0.0, 0.0, 0.0, 0.0, 0.0))]),
|
||||
UniformExcitationPattern(id=400, name="GroundMotion-X", direction=1, accel_series_id=400),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(id=1, name="Gravity", pattern_ids=[1], n_steps=N_GRAVITY, load_factor_increment=GRAVITY_STEP, system="BandGeneral", constraints="Plain", integrator="LoadControl", algorithm="Newton", test="NormDispIncr", tolerance=1e-8, max_iter=6),
|
||||
PushoverCase(id=2, name="Push", preload_case_ids=[1], pattern_ids=[200], control_node=2, control_dof=1, target_disp=PUSH_TARGET, step_size=PUSH_STEP, base_nodes=[1], system="BandGeneral", constraints="Plain", algorithm="Newton", test="EnergyIncr", tolerance=1e-8, max_iter=6),
|
||||
TransientCase(id=3, name="Earthquake", preload_case_ids=[1], pattern_ids=[400], dt=ANALYSIS_DT, n_steps=ANALYSIS_STEPS, system="SparseGeneral", constraints="Transformation", integrator="Newmark", integrator_params=(0.5, 0.25), algorithm="ModifiedNewton", test="EnergyIncr", tolerance=1e-8, max_iter=10, rayleigh_mode1_damping=DAMPING_RATIO),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_ex3_canti2d_elastic_element()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" Build Tcl: {REFERENCE_BUILD_TCL.name}")
|
||||
print(f" Analysis Tcls: {REFERENCE_PUSH_TCL.name}, {REFERENCE_EQ_TCL.name}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
4324
examples/ex3_canti2d_inelastic_fiber_section.osmodel
Normal file
4324
examples/ex3_canti2d_inelastic_fiber_section.osmodel
Normal file
File diff suppressed because it is too large
Load diff
169
examples/ex3_canti2d_inelastic_fiber_section.py
Normal file
169
examples/ex3_canti2d_inelastic_fiber_section.py
Normal file
|
|
@ -0,0 +1,169 @@
|
|||
"""OpenSees Example 3. Cantilever Column with units: fiber-section build."""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import math
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
|
||||
from otko.core import ( # noqa: E402
|
||||
Concrete02,
|
||||
FiberSection,
|
||||
ForceBeamColumn,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PathTimeSeries,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
PushoverCase,
|
||||
RectangularPatch,
|
||||
StaticCase,
|
||||
Steel02,
|
||||
StraightLayer,
|
||||
TransientCase,
|
||||
UniformExcitationPattern,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
from otko.services.peer_record import parse_plain_values # noqa: E402
|
||||
|
||||
|
||||
INCH = 1.0
|
||||
KIP = 1.0
|
||||
SEC = 1.0
|
||||
FT = 12.0 * INCH
|
||||
KSI = KIP / INCH**2
|
||||
PSI = KSI / 1000.0
|
||||
IN2 = INCH * INCH
|
||||
G_ACCEL = 32.2 * FT / SEC**2
|
||||
|
||||
L_COL = 36.0 * FT
|
||||
WEIGHT = 2000.0 * KIP
|
||||
H_COL = 5.0 * FT
|
||||
B_COL = 5.0 * FT
|
||||
P_COL = WEIGHT
|
||||
MASS = P_COL / G_ACCEL
|
||||
A_COL = B_COL * H_COL
|
||||
IZ_COL = (1.0 / 12.0) * B_COL * H_COL**3
|
||||
|
||||
COVER_COL = 5.0 * INCH
|
||||
NUM_BARS_COL = 20
|
||||
BAR_AREA_COL = 2.25 * IN2
|
||||
|
||||
FC = -4.0 * KSI
|
||||
EC = 57.0 * KSI * math.sqrt(-FC / PSI)
|
||||
FC1U = FC
|
||||
EPS1U = -0.003
|
||||
FC2U = 0.2 * FC1U
|
||||
EPS2U = -0.01
|
||||
LAMBDA = 0.1
|
||||
FTU = -0.14 * FC1U
|
||||
ETS = FTU / 0.002
|
||||
|
||||
FY = 66.8 * KSI
|
||||
ES = 29000.0 * KSI
|
||||
BS = 0.01
|
||||
R0 = 18.0
|
||||
CR1 = 0.925
|
||||
CR2 = 0.15
|
||||
NUM_INT_PTS = 5
|
||||
|
||||
N_GRAVITY = 10
|
||||
GRAVITY_STEP = 1.0 / N_GRAVITY
|
||||
PUSH_TARGET = 0.05 * L_COL
|
||||
PUSH_STEP = 0.001 * L_COL
|
||||
H_LOAD = WEIGHT
|
||||
|
||||
GROUND_DT = 0.01
|
||||
GROUND_FACTOR = 1.0
|
||||
ANALYSIS_DT = 0.01
|
||||
ANALYSIS_STEPS = 1000
|
||||
DAMPING_RATIO = 0.02
|
||||
|
||||
_ROOT = Path(__file__).resolve().parent
|
||||
GROUND_MOTION_FILE = _ROOT / "data" / "BM68elc.acc"
|
||||
REFERENCE_BUILD_TCL = _ROOT / "data" / "Ex3.Canti2D.build.InelasticFiberSection.tcl.txt"
|
||||
REFERENCE_PUSH_TCL = _ROOT / "data" / "Ex3.Canti2D.analyze.Static.Push.tcl.txt"
|
||||
REFERENCE_EQ_TCL = _ROOT / "data" / "Ex3.Canti2D.analyze.Dynamic.EQ.Uniform.tcl.txt"
|
||||
|
||||
|
||||
def _ground_motion_values() -> list[float]:
|
||||
return parse_plain_values(GROUND_MOTION_FILE)
|
||||
|
||||
|
||||
def build_ex3_canti2d_inelastic_fiber_section() -> Project:
|
||||
values = _ground_motion_values()
|
||||
cover_y = H_COL / 2.0
|
||||
cover_z = B_COL / 2.0
|
||||
core_y = cover_y - COVER_COL
|
||||
core_z = cover_z - COVER_COL
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="OpenSees Ex 3 - Cantilever (Fiber Section Build)",
|
||||
author="OpenSees Wiki / Silvia Mazzoni & Frank McKenna",
|
||||
description="Example 3 cantilever with inelastic fiber section and shared analysis files.",
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2, ndf=3,
|
||||
nodes=[
|
||||
Node(id=1, name="Base", coords=(0.0, 0.0, 0.0), restraint=(True, True, False, False, False, True)),
|
||||
Node(id=2, name="Top", coords=(0.0, L_COL, 0.0), mass=(MASS, 1.0e-9, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
materials=[
|
||||
Concrete02(id=1, name="Cover-Concrete", fpc=FC1U, epsc0=EPS1U, fpcu=FC2U, epsU=EPS2U, lambda_=LAMBDA, ft=FTU, Ets=ETS),
|
||||
Steel02(id=2, name="Rebar-Steel", Fy=FY, E0=ES, b=BS, R0=R0, cR1=CR1, cR2=CR2),
|
||||
],
|
||||
sections=[
|
||||
FiberSection(
|
||||
id=1,
|
||||
name="RC-Fiber-Section",
|
||||
patches=[RectangularPatch(material_id=1, n_fib_y=16, n_fib_z=4, y_i=-cover_y, z_i=-cover_z, y_j=cover_y, z_j=cover_z)],
|
||||
layers=[
|
||||
StraightLayer(material_id=2, n_bars=NUM_BARS_COL, bar_area=BAR_AREA_COL, y_start=-core_y, z_start=core_z, y_end=-core_y, z_end=-core_z),
|
||||
StraightLayer(material_id=2, n_bars=NUM_BARS_COL, bar_area=BAR_AREA_COL, y_start=core_y, z_start=core_z, y_end=core_y, z_end=-core_z),
|
||||
],
|
||||
),
|
||||
],
|
||||
elements=[
|
||||
ForceBeamColumn(id=1, name="Column", nodes=(1, 2), section_id=1, integration_points=NUM_INT_PTS, geom_transf="Linear"),
|
||||
],
|
||||
time_series=[
|
||||
LinearTimeSeries(id=1, name="Gravity"),
|
||||
LinearTimeSeries(id=200, name="Lateral"),
|
||||
PathTimeSeries(id=400, name="BM68elc", dt=GROUND_DT, factor=GROUND_FACTOR, values=values, file_path=str(GROUND_MOTION_FILE.name)),
|
||||
],
|
||||
load_patterns=[
|
||||
PlainLoadPattern(id=1, name="Gravity", time_series_id=1, nodal_loads=[NodalLoad(node_id=2, forces=(0.0, -P_COL, 0.0, 0.0, 0.0, 0.0))]),
|
||||
PlainLoadPattern(id=200, name="Pushover-X", time_series_id=200, nodal_loads=[NodalLoad(node_id=2, forces=(H_LOAD, 0.0, 0.0, 0.0, 0.0, 0.0))]),
|
||||
UniformExcitationPattern(id=400, name="GroundMotion-X", direction=1, accel_series_id=400),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(id=1, name="Gravity", pattern_ids=[1], n_steps=N_GRAVITY, load_factor_increment=GRAVITY_STEP, system="BandGeneral", constraints="Plain", integrator="LoadControl", algorithm="Newton", test="NormDispIncr", tolerance=1e-8, max_iter=6),
|
||||
PushoverCase(id=2, name="Push", preload_case_ids=[1], pattern_ids=[200], control_node=2, control_dof=1, target_disp=PUSH_TARGET, step_size=PUSH_STEP, base_nodes=[1], system="BandGeneral", constraints="Plain", algorithm="Newton", test="EnergyIncr", tolerance=1e-8, max_iter=6),
|
||||
TransientCase(id=3, name="Earthquake", preload_case_ids=[1], pattern_ids=[400], dt=ANALYSIS_DT, n_steps=ANALYSIS_STEPS, system="SparseGeneral", constraints="Transformation", integrator="Newmark", integrator_params=(0.5, 0.25), algorithm="ModifiedNewton", test="EnergyIncr", tolerance=1e-8, max_iter=10, rayleigh_mode1_damping=DAMPING_RATIO),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_ex3_canti2d_inelastic_fiber_section()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" Build Tcl: {REFERENCE_BUILD_TCL.name}")
|
||||
print(f" Analysis Tcls: {REFERENCE_PUSH_TCL.name}, {REFERENCE_EQ_TCL.name}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
4296
examples/ex3_canti2d_inelastic_section.osmodel
Normal file
4296
examples/ex3_canti2d_inelastic_section.osmodel
Normal file
File diff suppressed because it is too large
Load diff
142
examples/ex3_canti2d_inelastic_section.py
Normal file
142
examples/ex3_canti2d_inelastic_section.py
Normal file
|
|
@ -0,0 +1,142 @@
|
|||
"""OpenSees Example 3. Cantilever Column with units: uniaxial inelastic section build."""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import math
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
|
||||
from otko.core import ( # noqa: E402
|
||||
AggregatorDOF,
|
||||
ElasticUniaxial,
|
||||
ForceBeamColumn,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PathTimeSeries,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
PushoverCase,
|
||||
SectionAggregator,
|
||||
StaticCase,
|
||||
Steel01,
|
||||
TransientCase,
|
||||
UniformExcitationPattern,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
from otko.services.peer_record import parse_plain_values # noqa: E402
|
||||
|
||||
|
||||
INCH = 1.0
|
||||
KIP = 1.0
|
||||
SEC = 1.0
|
||||
FT = 12.0 * INCH
|
||||
KSI = KIP / INCH**2
|
||||
PSI = KSI / 1000.0
|
||||
G_ACCEL = 32.2 * FT / SEC**2
|
||||
|
||||
L_COL = 36.0 * FT
|
||||
WEIGHT = 2000.0 * KIP
|
||||
H_COL = 5.0 * FT
|
||||
B_COL = 5.0 * FT
|
||||
|
||||
P_COL = WEIGHT
|
||||
MASS = P_COL / G_ACCEL
|
||||
A_COL = B_COL * H_COL
|
||||
IZ_COL = (1.0 / 12.0) * B_COL * H_COL**3
|
||||
FC = -4.0 * KSI
|
||||
E_C = 57.0 * KSI * math.sqrt(-FC / PSI)
|
||||
EA_COL = E_C * A_COL
|
||||
MY_COL = 130000.0 * KIP * INCH
|
||||
PHI_Y_COL = 0.65e-4 / INCH
|
||||
EI_COL_CRACK = MY_COL / PHI_Y_COL
|
||||
HARDENING_RATIO = 0.01
|
||||
NUM_INT_PTS = 5
|
||||
|
||||
N_GRAVITY = 10
|
||||
GRAVITY_STEP = 1.0 / N_GRAVITY
|
||||
PUSH_TARGET = 0.05 * L_COL
|
||||
PUSH_STEP = 0.001 * L_COL
|
||||
H_LOAD = WEIGHT
|
||||
|
||||
GROUND_DT = 0.01
|
||||
GROUND_FACTOR = 1.0
|
||||
ANALYSIS_DT = 0.01
|
||||
ANALYSIS_STEPS = 1000
|
||||
DAMPING_RATIO = 0.02
|
||||
|
||||
_ROOT = Path(__file__).resolve().parent
|
||||
GROUND_MOTION_FILE = _ROOT / "data" / "BM68elc.acc"
|
||||
REFERENCE_BUILD_TCL = _ROOT / "data" / "Ex3.Canti2D.build.InelasticSection.tcl.txt"
|
||||
REFERENCE_PUSH_TCL = _ROOT / "data" / "Ex3.Canti2D.analyze.Static.Push.tcl.txt"
|
||||
REFERENCE_EQ_TCL = _ROOT / "data" / "Ex3.Canti2D.analyze.Dynamic.EQ.Uniform.tcl.txt"
|
||||
|
||||
|
||||
def _ground_motion_values() -> list[float]:
|
||||
return parse_plain_values(GROUND_MOTION_FILE)
|
||||
|
||||
|
||||
def build_ex3_canti2d_inelastic_section() -> Project:
|
||||
values = _ground_motion_values()
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="OpenSees Ex 3 - Cantilever (Inelastic Section Build)",
|
||||
author="OpenSees Wiki / Silvia Mazzoni & Frank McKenna",
|
||||
description="Example 3 cantilever with aggregated uniaxial inelastic section and shared analysis files.",
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2, ndf=3,
|
||||
nodes=[
|
||||
Node(id=1, name="Base", coords=(0.0, 0.0, 0.0), restraint=(True, True, False, False, False, True)),
|
||||
Node(id=2, name="Top", coords=(0.0, L_COL, 0.0), mass=(MASS, 1.0e-9, 0.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
materials=[
|
||||
Steel01(id=2, name="Flexural-Steel01", Fy=MY_COL, E0=EI_COL_CRACK, b=HARDENING_RATIO),
|
||||
ElasticUniaxial(id=3, name="Axial-Elastic", E=EA_COL),
|
||||
],
|
||||
sections=[
|
||||
SectionAggregator(id=1, name="Col-Section", pairings=[AggregatorDOF(material_id=3, dof="P"), AggregatorDOF(material_id=2, dof="Mz")]),
|
||||
],
|
||||
elements=[
|
||||
ForceBeamColumn(id=1, name="Column", nodes=(1, 2), section_id=1, integration_points=NUM_INT_PTS, geom_transf="Linear"),
|
||||
],
|
||||
time_series=[
|
||||
LinearTimeSeries(id=1, name="Gravity"),
|
||||
LinearTimeSeries(id=200, name="Lateral"),
|
||||
PathTimeSeries(id=400, name="BM68elc", dt=GROUND_DT, factor=GROUND_FACTOR, values=values, file_path=str(GROUND_MOTION_FILE.name)),
|
||||
],
|
||||
load_patterns=[
|
||||
PlainLoadPattern(id=1, name="Gravity", time_series_id=1, nodal_loads=[NodalLoad(node_id=2, forces=(0.0, -P_COL, 0.0, 0.0, 0.0, 0.0))]),
|
||||
PlainLoadPattern(id=200, name="Pushover-X", time_series_id=200, nodal_loads=[NodalLoad(node_id=2, forces=(H_LOAD, 0.0, 0.0, 0.0, 0.0, 0.0))]),
|
||||
UniformExcitationPattern(id=400, name="GroundMotion-X", direction=1, accel_series_id=400),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(id=1, name="Gravity", pattern_ids=[1], n_steps=N_GRAVITY, load_factor_increment=GRAVITY_STEP, system="BandGeneral", constraints="Plain", integrator="LoadControl", algorithm="Newton", test="NormDispIncr", tolerance=1e-8, max_iter=6),
|
||||
PushoverCase(id=2, name="Push", preload_case_ids=[1], pattern_ids=[200], control_node=2, control_dof=1, target_disp=PUSH_TARGET, step_size=PUSH_STEP, base_nodes=[1], system="BandGeneral", constraints="Plain", algorithm="Newton", test="EnergyIncr", tolerance=1e-8, max_iter=6),
|
||||
TransientCase(id=3, name="Earthquake", preload_case_ids=[1], pattern_ids=[400], dt=ANALYSIS_DT, n_steps=ANALYSIS_STEPS, system="SparseGeneral", constraints="Transformation", integrator="Newmark", integrator_params=(0.5, 0.25), algorithm="ModifiedNewton", test="EnergyIncr", tolerance=1e-8, max_iter=10, rayleigh_mode1_damping=DAMPING_RATIO),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_ex3_canti2d_inelastic_section()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" Build Tcl: {REFERENCE_BUILD_TCL.name}")
|
||||
print(f" Analysis Tcls: {REFERENCE_PUSH_TCL.name}, {REFERENCE_EQ_TCL.name}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
1573
examples/ex4_portal2d_elastic_element.osmodel
Normal file
1573
examples/ex4_portal2d_elastic_element.osmodel
Normal file
File diff suppressed because it is too large
Load diff
56
examples/ex4_portal2d_elastic_element.py
Normal file
56
examples/ex4_portal2d_elastic_element.py
Normal file
|
|
@ -0,0 +1,56 @@
|
|||
"""OpenSees Example 4. Portal Frame: elastic build."""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parent))
|
||||
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
|
||||
if __package__:
|
||||
from ._ex4_portal2d_common import ( # noqa: E402
|
||||
ANALYSIS_DT,
|
||||
ANALYSIS_STEPS,
|
||||
ELASTIC_VARIANT,
|
||||
PUSH_STEP,
|
||||
PUSH_TARGET,
|
||||
REFERENCE_PUSH_TCL,
|
||||
REFERENCE_SINE_TCL,
|
||||
build_ex4_portal2d_elastic_element,
|
||||
)
|
||||
else:
|
||||
from _ex4_portal2d_common import ( # noqa: E402
|
||||
ANALYSIS_DT,
|
||||
ANALYSIS_STEPS,
|
||||
ELASTIC_VARIANT,
|
||||
PUSH_STEP,
|
||||
PUSH_TARGET,
|
||||
REFERENCE_PUSH_TCL,
|
||||
REFERENCE_SINE_TCL,
|
||||
build_ex4_portal2d_elastic_element,
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_ex4_portal2d_elastic_element()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" Build Tcl: {ELASTIC_VARIANT.build_tcl_name}")
|
||||
print(f" Analysis Tcls: {REFERENCE_PUSH_TCL.name}, {REFERENCE_SINE_TCL.name}")
|
||||
print(f" Pushover target = {PUSH_TARGET}, step = {PUSH_STEP}")
|
||||
print(f" Sine transient: dt = {ANALYSIS_DT}s, steps = {ANALYSIS_STEPS}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
1633
examples/ex4_portal2d_inelastic_fiber_section.osmodel
Normal file
1633
examples/ex4_portal2d_inelastic_fiber_section.osmodel
Normal file
File diff suppressed because it is too large
Load diff
56
examples/ex4_portal2d_inelastic_fiber_section.py
Normal file
56
examples/ex4_portal2d_inelastic_fiber_section.py
Normal file
|
|
@ -0,0 +1,56 @@
|
|||
"""OpenSees Example 4. Portal Frame: fiber-section build."""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parent))
|
||||
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
|
||||
if __package__:
|
||||
from ._ex4_portal2d_common import ( # noqa: E402
|
||||
ANALYSIS_DT,
|
||||
ANALYSIS_STEPS,
|
||||
FIBER_VARIANT,
|
||||
PUSH_STEP,
|
||||
PUSH_TARGET,
|
||||
REFERENCE_PUSH_TCL,
|
||||
REFERENCE_SINE_TCL,
|
||||
build_ex4_portal2d_inelastic_fiber_section,
|
||||
)
|
||||
else:
|
||||
from _ex4_portal2d_common import ( # noqa: E402
|
||||
ANALYSIS_DT,
|
||||
ANALYSIS_STEPS,
|
||||
FIBER_VARIANT,
|
||||
PUSH_STEP,
|
||||
PUSH_TARGET,
|
||||
REFERENCE_PUSH_TCL,
|
||||
REFERENCE_SINE_TCL,
|
||||
build_ex4_portal2d_inelastic_fiber_section,
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_ex4_portal2d_inelastic_fiber_section()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" Build Tcl: {FIBER_VARIANT.build_tcl_name}")
|
||||
print(f" Analysis Tcls: {REFERENCE_PUSH_TCL.name}, {REFERENCE_SINE_TCL.name}")
|
||||
print(f" Pushover target = {PUSH_TARGET}, step = {PUSH_STEP}")
|
||||
print(f" Sine transient: dt = {ANALYSIS_DT}s, steps = {ANALYSIS_STEPS}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
1605
examples/ex4_portal2d_inelastic_section.osmodel
Normal file
1605
examples/ex4_portal2d_inelastic_section.osmodel
Normal file
File diff suppressed because it is too large
Load diff
56
examples/ex4_portal2d_inelastic_section.py
Normal file
56
examples/ex4_portal2d_inelastic_section.py
Normal file
|
|
@ -0,0 +1,56 @@
|
|||
"""OpenSees Example 4. Portal Frame: inelastic uniaxial-section build."""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
import sys
|
||||
|
||||
if __package__ is None or __package__ == "":
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parents[1] / "src"))
|
||||
sys.path.insert(0, str(Path(__file__).resolve().parent))
|
||||
|
||||
from otko.services import load_project, save_project # noqa: E402
|
||||
|
||||
if __package__:
|
||||
from ._ex4_portal2d_common import ( # noqa: E402
|
||||
ANALYSIS_DT,
|
||||
ANALYSIS_STEPS,
|
||||
INELASTIC_SECTION_VARIANT,
|
||||
PUSH_STEP,
|
||||
PUSH_TARGET,
|
||||
REFERENCE_PUSH_TCL,
|
||||
REFERENCE_SINE_TCL,
|
||||
build_ex4_portal2d_inelastic_section,
|
||||
)
|
||||
else:
|
||||
from _ex4_portal2d_common import ( # noqa: E402
|
||||
ANALYSIS_DT,
|
||||
ANALYSIS_STEPS,
|
||||
INELASTIC_SECTION_VARIANT,
|
||||
PUSH_STEP,
|
||||
PUSH_TARGET,
|
||||
REFERENCE_PUSH_TCL,
|
||||
REFERENCE_SINE_TCL,
|
||||
build_ex4_portal2d_inelastic_section,
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_ex4_portal2d_inelastic_section()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" Build Tcl: {INELASTIC_SECTION_VARIANT.build_tcl_name}")
|
||||
print(f" Analysis Tcls: {REFERENCE_PUSH_TCL.name}, {REFERENCE_SINE_TCL.name}")
|
||||
print(f" Pushover target = {PUSH_TARGET}, step = {PUSH_STEP}")
|
||||
print(f" Sine transient: dt = {ANALYSIS_DT}s, steps = {ANALYSIS_STEPS}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
335
examples/moment_curvature.osmodel
Normal file
335
examples/moment_curvature.osmodel
Normal file
|
|
@ -0,0 +1,335 @@
|
|||
{
|
||||
"schema_version": 1,
|
||||
"meta": {
|
||||
"name": "Moment-Curvature (OpenSees Ex 2)",
|
||||
"description": "RC column fibre section — constant axial P + DisplacementControl curvature pushover. Kip-in-ksi units throughout.",
|
||||
"author": "OpenSees Examples Manual",
|
||||
"units": "US (in, kip, kip·s²/in, s, ksi)"
|
||||
},
|
||||
"ndm": 2,
|
||||
"ndf": 3,
|
||||
"coord_systems": [
|
||||
{
|
||||
"name": "Global",
|
||||
"coord": {
|
||||
"origin": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"rotation_deg": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
"grid": {
|
||||
"x_grid_lines": [
|
||||
{
|
||||
"id": "X1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"y_grid_lines": [
|
||||
{
|
||||
"id": "Y1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"z_grid_lines": [
|
||||
{
|
||||
"id": "Z1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"visible": true,
|
||||
"is_general": false,
|
||||
"hide_all": false,
|
||||
"glue_to_grid": false,
|
||||
"bubble_size": 20
|
||||
}
|
||||
}
|
||||
],
|
||||
"nodes": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Support",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Crown",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
}
|
||||
],
|
||||
"materials": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Core-Conc",
|
||||
"type": "Concrete01",
|
||||
"fpc": -6.0,
|
||||
"epsc0": -0.004,
|
||||
"fpcu": -5.0,
|
||||
"epsU": -0.014
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Cover-Conc",
|
||||
"type": "Concrete01",
|
||||
"fpc": -5.0,
|
||||
"epsc0": -0.002,
|
||||
"fpcu": 0.0,
|
||||
"epsU": -0.006
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Steel-60",
|
||||
"type": "Steel01",
|
||||
"Fy": 60.0,
|
||||
"E0": 30000.0,
|
||||
"b": 0.01,
|
||||
"a1": null,
|
||||
"a2": null,
|
||||
"a3": null,
|
||||
"a4": null
|
||||
}
|
||||
],
|
||||
"sections": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "RC-Column",
|
||||
"type": "FiberSection",
|
||||
"GJ": null,
|
||||
"patches": [
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 1,
|
||||
"n_fib_y": 10,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -10.5,
|
||||
"z_i": -6.0,
|
||||
"y_j": 10.5,
|
||||
"z_j": 6.0
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 10,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -12.0,
|
||||
"z_i": 6.0,
|
||||
"y_j": 12.0,
|
||||
"z_j": 7.5
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 10,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -12.0,
|
||||
"z_i": -7.5,
|
||||
"y_j": 12.0,
|
||||
"z_j": -6.0
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 2,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -12.0,
|
||||
"z_i": -6.0,
|
||||
"y_j": -10.5,
|
||||
"z_j": 6.0
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 2,
|
||||
"n_fib_z": 1,
|
||||
"y_i": 10.5,
|
||||
"z_i": -6.0,
|
||||
"y_j": 12.0,
|
||||
"z_j": 6.0
|
||||
}
|
||||
],
|
||||
"layers": [
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 3,
|
||||
"n_bars": 3,
|
||||
"bar_area": 0.6,
|
||||
"y_start": 10.5,
|
||||
"z_start": 6.0,
|
||||
"y_end": 10.5,
|
||||
"z_end": -6.0
|
||||
},
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 3,
|
||||
"n_bars": 2,
|
||||
"bar_area": 0.6,
|
||||
"y_start": 0.0,
|
||||
"z_start": 6.0,
|
||||
"y_end": 0.0,
|
||||
"z_end": -6.0
|
||||
},
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 3,
|
||||
"n_bars": 3,
|
||||
"bar_area": 0.6,
|
||||
"y_start": -10.5,
|
||||
"z_start": 6.0,
|
||||
"y_end": -10.5,
|
||||
"z_end": -6.0
|
||||
}
|
||||
],
|
||||
"fibres": []
|
||||
}
|
||||
],
|
||||
"elements": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "MK-Link",
|
||||
"type": "ZeroLengthSection",
|
||||
"nodes": [
|
||||
1,
|
||||
2
|
||||
],
|
||||
"section_id": 1
|
||||
}
|
||||
],
|
||||
"time_series": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "AxialP",
|
||||
"type": "Constant",
|
||||
"factor": 1.0
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "RefMoment",
|
||||
"type": "Linear",
|
||||
"factor": 1.0
|
||||
}
|
||||
],
|
||||
"load_patterns": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "AxialP",
|
||||
"type": "Plain",
|
||||
"time_series_id": 1,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 2,
|
||||
"forces": [
|
||||
-180.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "RefMoment",
|
||||
"type": "Plain",
|
||||
"time_series_id": 2,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 2,
|
||||
"forces": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
1.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
}
|
||||
],
|
||||
"spectra": [],
|
||||
"analyses": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "MK",
|
||||
"type": "Pushover",
|
||||
"pattern_ids": [
|
||||
1,
|
||||
2
|
||||
],
|
||||
"control_node": 2,
|
||||
"control_dof": 3,
|
||||
"target_disp": 0.0019047619047619052,
|
||||
"step_size": 1.9047619047619053e-05,
|
||||
"base_nodes": [
|
||||
1
|
||||
],
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Plain",
|
||||
"algorithm": "Newton",
|
||||
"test": "NormUnbalance",
|
||||
"tolerance": 1e-09,
|
||||
"max_iter": 25
|
||||
}
|
||||
]
|
||||
}
|
||||
249
examples/moment_curvature.py
Normal file
249
examples/moment_curvature.py
Normal file
|
|
@ -0,0 +1,249 @@
|
|||
"""Moment-Curvature Example — OpenSees Examples Manual, Example 2.
|
||||
|
||||
Reinforced-concrete column cross-section, fibre discretisation, axial
|
||||
preload + monotonic moment pushover. Mirrors the OpenSees Tcl script
|
||||
at https://opensees.berkeley.edu/wiki/index.php?title=Moment_Curvature_Example
|
||||
|
||||
Model
|
||||
-----
|
||||
Two coincident nodes linked by a ``zeroLengthSection`` carrying the
|
||||
RC fibre section. Node 1 is fully restrained; node 2 is free in Ux
|
||||
(so axial can shorten) and Rz (the curvature DOF). A constant axial
|
||||
load P = -180 kip is applied first via LoadControl(0); then a
|
||||
linear reference moment pattern (Mz = 1 kip·in) is added and
|
||||
DisplacementControl on DOF 3 ramps the curvature to μ·Ky where
|
||||
μ = 15 and Ky is the elastic yield curvature estimate.
|
||||
|
||||
Units: kip, in, ksi (UnitSystem.US_IN_KIP).
|
||||
|
||||
GUI walkthrough: File → Open → moment_curvature.osmodel, Options →
|
||||
Set Display Units → US (in, kip, kip·s²/in, s, ksi), Analyze → Run →
|
||||
MK, Display → Show Pushover Curve.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
|
||||
from otko.core import (
|
||||
Concrete01,
|
||||
ConstantTimeSeries,
|
||||
CoordinateGridSystem,
|
||||
FiberSection,
|
||||
GridSystem,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
PushoverCase,
|
||||
RectangularPatch,
|
||||
Steel01,
|
||||
StraightLayer,
|
||||
UnitSystem,
|
||||
ZeroLengthSectionElement,
|
||||
make_grid_lines,
|
||||
)
|
||||
from otko.services import load_project, save_project
|
||||
|
||||
|
||||
# Cross-section parameters (kip-in-ksi, from the Tcl example).
|
||||
COL_WIDTH = 15.0 # z-direction dimension
|
||||
COL_DEPTH = 24.0 # y-direction dimension
|
||||
COVER = 1.5
|
||||
AS_BAR = 0.60 # area of one #7 rebar
|
||||
|
||||
FY = 60.0 # steel yield stress, ksi
|
||||
E_STEEL = 30000.0 # steel Young's modulus, ksi
|
||||
HARDENING = 0.01 # strain-hardening ratio
|
||||
|
||||
P_AXIAL = -180.0 # kip, compression
|
||||
MU = 15 # target curvature ductility
|
||||
NUM_INCR = 100 # DisplacementControl increments
|
||||
|
||||
|
||||
def build_moment_curvature() -> Project:
|
||||
"""Build the OpenSees Example 2 Moment-Curvature project."""
|
||||
y1 = COL_DEPTH / 2.0 # 12
|
||||
z1 = COL_WIDTH / 2.0 # 7.5
|
||||
d = COL_DEPTH - COVER # 22.5
|
||||
|
||||
# Yield curvature estimate, assumed elastic + top/bottom steel only.
|
||||
eps_y = FY / E_STEEL # 0.002
|
||||
ky = eps_y / (0.7 * d) # ≈ 1.27e-4
|
||||
max_k = ky * MU # ≈ 1.905e-3
|
||||
d_k = max_k / NUM_INCR # per-step curvature increment
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="Moment-Curvature (OpenSees Ex 2)",
|
||||
author="OpenSees Examples Manual",
|
||||
description=(
|
||||
"RC column fibre section — constant axial P + DisplacementControl "
|
||||
"curvature pushover. Kip-in-ksi units throughout."
|
||||
),
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2, ndf=3,
|
||||
coord_systems=[
|
||||
# A tiny grid at the section origin so the two coincident
|
||||
# nodes have a visual anchor in the canvas.
|
||||
CoordinateGridSystem(
|
||||
name="Global",
|
||||
grid=GridSystem(
|
||||
x_grid_lines=make_grid_lines("X", [0.0]),
|
||||
y_grid_lines=make_grid_lines("Y", [0.0]),
|
||||
z_grid_lines=make_grid_lines("Z", [0.0]),
|
||||
),
|
||||
),
|
||||
],
|
||||
nodes=[
|
||||
# Node 1 — fully clamped.
|
||||
Node(id=1, name="Support",
|
||||
coords=(0.0, 0.0, 0.0),
|
||||
restraint=(True, True, False, False, False, True)),
|
||||
# Node 2 — free in Ux and Rz (axial + curvature).
|
||||
Node(id=2, name="Crown",
|
||||
coords=(0.0, 0.0, 0.0),
|
||||
restraint=(False, True, False, False, False, False)),
|
||||
],
|
||||
materials=[
|
||||
# Core concrete — confined (tag 1).
|
||||
Concrete01(id=1, name="Core-Conc",
|
||||
fpc=-6.0, epsc0=-0.004,
|
||||
fpcu=-5.0, epsU=-0.014),
|
||||
# Cover concrete — unconfined (tag 2).
|
||||
Concrete01(id=2, name="Cover-Conc",
|
||||
fpc=-5.0, epsc0=-0.002,
|
||||
fpcu=0.0, epsU=-0.006),
|
||||
# Reinforcing steel — bilinear hardening (tag 3).
|
||||
Steel01(id=3, name="Steel-60",
|
||||
Fy=FY, E0=E_STEEL, b=HARDENING),
|
||||
],
|
||||
sections=[
|
||||
FiberSection(
|
||||
id=1, name="RC-Column",
|
||||
patches=[
|
||||
# Core — confined concrete inside the rebar ring.
|
||||
RectangularPatch(
|
||||
material_id=1, n_fib_y=10, n_fib_z=1,
|
||||
y_i=COVER - y1, z_i=COVER - z1,
|
||||
y_j=y1 - COVER, z_j=z1 - COVER,
|
||||
),
|
||||
# Top cover (unconfined).
|
||||
RectangularPatch(
|
||||
material_id=2, n_fib_y=10, n_fib_z=1,
|
||||
y_i=-y1, z_i=z1 - COVER,
|
||||
y_j=y1, z_j=z1,
|
||||
),
|
||||
# Bottom cover.
|
||||
RectangularPatch(
|
||||
material_id=2, n_fib_y=10, n_fib_z=1,
|
||||
y_i=-y1, z_i=-z1,
|
||||
y_j=y1, z_j=COVER - z1,
|
||||
),
|
||||
# Left cover.
|
||||
RectangularPatch(
|
||||
material_id=2, n_fib_y=2, n_fib_z=1,
|
||||
y_i=-y1, z_i=COVER - z1,
|
||||
y_j=COVER - y1, z_j=z1 - COVER,
|
||||
),
|
||||
# Right cover.
|
||||
RectangularPatch(
|
||||
material_id=2, n_fib_y=2, n_fib_z=1,
|
||||
y_i=y1 - COVER, z_i=COVER - z1,
|
||||
y_j=y1, z_j=z1 - COVER,
|
||||
),
|
||||
],
|
||||
layers=[
|
||||
# Top rebar (3 × #7).
|
||||
StraightLayer(
|
||||
material_id=3, n_bars=3, bar_area=AS_BAR,
|
||||
y_start=y1 - COVER, z_start=z1 - COVER,
|
||||
y_end=y1 - COVER, z_end=COVER - z1,
|
||||
),
|
||||
# Middle rebar (2 × #7).
|
||||
StraightLayer(
|
||||
material_id=3, n_bars=2, bar_area=AS_BAR,
|
||||
y_start=0.0, z_start=z1 - COVER,
|
||||
y_end=0.0, z_end=COVER - z1,
|
||||
),
|
||||
# Bottom rebar (3 × #7).
|
||||
StraightLayer(
|
||||
material_id=3, n_bars=3, bar_area=AS_BAR,
|
||||
y_start=COVER - y1, z_start=z1 - COVER,
|
||||
y_end=COVER - y1, z_end=COVER - z1,
|
||||
),
|
||||
],
|
||||
),
|
||||
],
|
||||
elements=[
|
||||
ZeroLengthSectionElement(
|
||||
id=1, name="MK-Link",
|
||||
nodes=(1, 2), section_id=1,
|
||||
),
|
||||
],
|
||||
time_series=[
|
||||
ConstantTimeSeries(id=1, name="AxialP"),
|
||||
LinearTimeSeries(id=2, name="RefMoment"),
|
||||
],
|
||||
load_patterns=[
|
||||
# Constant axial preload at node 2 — Fx = P (compression).
|
||||
PlainLoadPattern(
|
||||
id=1, name="AxialP",
|
||||
time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=2,
|
||||
forces=(P_AXIAL, 0, 0, 0, 0, 0)),
|
||||
],
|
||||
),
|
||||
# Linear reference moment — Mz = 1.0, DisplacementControl
|
||||
# scales this as it ramps curvature.
|
||||
PlainLoadPattern(
|
||||
id=2, name="RefMoment",
|
||||
time_series_id=2,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=2,
|
||||
forces=(0, 0, 0, 0, 0, 1.0)),
|
||||
],
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
PushoverCase(
|
||||
id=1, name="MK",
|
||||
pattern_ids=[1, 2],
|
||||
control_node=2, control_dof=3, # Rz = curvature
|
||||
target_disp=max_k,
|
||||
step_size=d_k,
|
||||
base_nodes=[1],
|
||||
test="NormUnbalance",
|
||||
tolerance=1e-9, max_iter=25,
|
||||
),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_moment_curvature()
|
||||
project.validate_references()
|
||||
y1 = COL_DEPTH / 2.0
|
||||
eps_y = FY / E_STEEL
|
||||
ky = eps_y / (0.7 * (COL_DEPTH - COVER))
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" ndm={project.ndm}, ndf={project.ndf}, units={project.meta.units.value}")
|
||||
print(f" Estimated yield curvature Ky = {ky:.4e} 1/in")
|
||||
print(f" Target (mu * Ky) = {ky * MU:.4e} 1/in (mu = {MU})")
|
||||
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
516
examples/portal_frame.osmodel
Normal file
516
examples/portal_frame.osmodel
Normal file
|
|
@ -0,0 +1,516 @@
|
|||
{
|
||||
"schema_version": 1,
|
||||
"meta": {
|
||||
"name": "Portal Frame",
|
||||
"description": "",
|
||||
"author": "Ozan",
|
||||
"units": "SI (m, N, kg, s, Pa)"
|
||||
},
|
||||
"ndm": 3,
|
||||
"ndf": 6,
|
||||
"coord_systems": [
|
||||
{
|
||||
"name": "Global",
|
||||
"coord": {
|
||||
"origin": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"rotation_deg": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
"grid": {
|
||||
"x_grid_lines": [],
|
||||
"y_grid_lines": [],
|
||||
"z_grid_lines": [],
|
||||
"visible": true,
|
||||
"is_general": false,
|
||||
"hide_all": false,
|
||||
"glue_to_grid": false,
|
||||
"bubble_size": 20
|
||||
}
|
||||
}
|
||||
],
|
||||
"nodes": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Base-L",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Base-R",
|
||||
"coords": [
|
||||
6.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Top-L",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
3.0
|
||||
],
|
||||
"mass": [
|
||||
5000.0,
|
||||
5000.0,
|
||||
5000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 4,
|
||||
"name": "Top-R",
|
||||
"coords": [
|
||||
6.0,
|
||||
0.0,
|
||||
3.0
|
||||
],
|
||||
"mass": [
|
||||
5000.0,
|
||||
5000.0,
|
||||
5000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
}
|
||||
],
|
||||
"materials": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "S420",
|
||||
"type": "Steel01",
|
||||
"Fy": 420000000.0,
|
||||
"E0": 200000000000.0,
|
||||
"b": 0.01,
|
||||
"a1": null,
|
||||
"a2": null,
|
||||
"a3": null,
|
||||
"a4": null
|
||||
}
|
||||
],
|
||||
"sections": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "W14x90",
|
||||
"type": "ElasticSection",
|
||||
"E": 200000000000.0,
|
||||
"A": 0.017,
|
||||
"Iz": 0.000416,
|
||||
"Iy": 0.000129,
|
||||
"G": 80000000000.0,
|
||||
"J": 2.04e-06
|
||||
}
|
||||
],
|
||||
"elements": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Col-L",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
1,
|
||||
3
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Col-R",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
2,
|
||||
4
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Beam",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
3,
|
||||
4
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
}
|
||||
],
|
||||
"time_series": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Ramp",
|
||||
"type": "Linear",
|
||||
"factor": 1.0
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "SineGust",
|
||||
"type": "Path",
|
||||
"factor": 1.0,
|
||||
"dt": 0.01,
|
||||
"times": null,
|
||||
"values": [
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0.2486898871648548,
|
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0.3090169943749474,
|
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0.3681245526846779,
|
||||
0.42577929156507266,
|
||||
0.4817536741017153,
|
||||
0.5358267949789967,
|
||||
0.5877852522924731,
|
||||
0.6374239897486896,
|
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0.6845471059286886,
|
||||
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|
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|
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0.9822872507286886,
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1.0,
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||||
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||||
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||||
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|
||||
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||||
0.4257792915650729,
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||||
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||||
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||||
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],
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"file_path": null
|
||||
}
|
||||
],
|
||||
"load_patterns": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Lateral",
|
||||
"type": "Plain",
|
||||
"time_series_id": 1,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 3,
|
||||
"forces": [
|
||||
50000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "SineGustPattern",
|
||||
"type": "Plain",
|
||||
"time_series_id": 2,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 3,
|
||||
"forces": [
|
||||
100000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
}
|
||||
],
|
||||
"spectra": [],
|
||||
"analyses": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Linear-Static",
|
||||
"type": "Static",
|
||||
"pattern_ids": [
|
||||
1
|
||||
],
|
||||
"n_steps": 1,
|
||||
"load_factor_increment": 1.0,
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Plain",
|
||||
"integrator": "LoadControl",
|
||||
"algorithm": "Linear",
|
||||
"test": "NormDispIncr",
|
||||
"tolerance": 1e-08,
|
||||
"max_iter": 25
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Modal-3",
|
||||
"type": "Modal",
|
||||
"n_modes": 3,
|
||||
"solver": "genBandArpack"
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Sine-Gust-2s",
|
||||
"type": "Transient",
|
||||
"pattern_ids": [
|
||||
2
|
||||
],
|
||||
"dt": 0.01,
|
||||
"n_steps": 200,
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Plain",
|
||||
"integrator": "Newmark",
|
||||
"integrator_params": [
|
||||
0.5,
|
||||
0.25
|
||||
],
|
||||
"algorithm": "Newton",
|
||||
"test": "NormDispIncr",
|
||||
"tolerance": 1e-06,
|
||||
"max_iter": 25,
|
||||
"rayleigh_alpha_m": 0.0,
|
||||
"rayleigh_beta_k": 0.0
|
||||
}
|
||||
]
|
||||
}
|
||||
138
examples/portal_frame.py
Normal file
138
examples/portal_frame.py
Normal file
|
|
@ -0,0 +1,138 @@
|
|||
"""Build a 3D portal frame with Static + Modal + Transient cases.
|
||||
|
||||
Run from the repository root:
|
||||
|
||||
python examples/portal_frame.py
|
||||
|
||||
Produces ``examples/portal_frame.osmodel`` — open it from the GUI's
|
||||
File → Open menu, then exercise:
|
||||
|
||||
- **Static** case → Display → Show Deformed Shape, Show Force Diagram
|
||||
- **Modal** case → Display → Animate Mode Shape
|
||||
- **Transient** case → Display → Time-History Plot, Hysteresis Plot
|
||||
|
||||
The model is a single-bay portal frame loaded laterally:
|
||||
|
||||
Top-L ──── Beam ──── Top-R z
|
||||
│ │ │
|
||||
│ │ │
|
||||
Col-L Col-R └── x
|
||||
│ │
|
||||
Base-L Base-R (y = 0; planar in x-z)
|
||||
|
||||
Mass is lumped at the top nodes so modal/transient solvers have
|
||||
non-singular mass matrices.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
import math
|
||||
from pathlib import Path
|
||||
|
||||
from otko.core import (
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
LinearTimeSeries,
|
||||
ModalCase,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PathTimeSeries,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
StaticCase,
|
||||
Steel01,
|
||||
TransientCase,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project
|
||||
|
||||
|
||||
def _sine_pulse_factors() -> list[float]:
|
||||
"""One half-cycle sine over the first 0.5s, then zero for the rest of 2s."""
|
||||
n_pulse = 50 # 0.5 s @ 100 Hz
|
||||
n_total = 200
|
||||
return [math.sin(math.pi * i / n_pulse) if i < n_pulse else 0.0
|
||||
for i in range(n_total)]
|
||||
|
||||
|
||||
def build_portal_frame() -> Project:
|
||||
"""A two-column, one-beam steel portal frame with static + dynamic cases."""
|
||||
return Project(
|
||||
meta=ProjectMeta(name="Portal Frame", author="Ozan", units=UnitSystem.SI_M_N),
|
||||
ndm=3,
|
||||
ndf=6,
|
||||
nodes=[
|
||||
Node(id=1, name="Base-L", coords=(0.0, 0.0, 0.0), restraint=(True,) * 6),
|
||||
Node(id=2, name="Base-R", coords=(6.0, 0.0, 0.0), restraint=(True,) * 6),
|
||||
Node(id=3, name="Top-L", coords=(0.0, 0.0, 3.0),
|
||||
mass=(5000.0, 5000.0, 5000.0, 0.0, 0.0, 0.0)),
|
||||
Node(id=4, name="Top-R", coords=(6.0, 0.0, 3.0),
|
||||
mass=(5000.0, 5000.0, 5000.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
materials=[
|
||||
Steel01(id=1, name="S420", Fy=420e6, E0=200e9, b=0.01),
|
||||
],
|
||||
sections=[
|
||||
ElasticSection(
|
||||
id=1, name="W14x90",
|
||||
E=200e9, A=0.017,
|
||||
Iz=4.16e-4, Iy=1.29e-4,
|
||||
G=80e9, J=2.04e-6,
|
||||
),
|
||||
],
|
||||
elements=[
|
||||
ElasticBeamColumn(id=1, name="Col-L", nodes=(1, 3), section_id=1),
|
||||
ElasticBeamColumn(id=2, name="Col-R", nodes=(2, 4), section_id=1),
|
||||
ElasticBeamColumn(id=3, name="Beam", nodes=(3, 4), section_id=1),
|
||||
],
|
||||
time_series=[
|
||||
LinearTimeSeries(id=1, name="Ramp"),
|
||||
PathTimeSeries(
|
||||
id=2, name="SineGust",
|
||||
values=_sine_pulse_factors(),
|
||||
dt=0.01,
|
||||
),
|
||||
],
|
||||
load_patterns=[
|
||||
# Pattern 1: 50 kN lateral push at top-left for Static.
|
||||
PlainLoadPattern(
|
||||
id=1, name="Lateral",
|
||||
time_series_id=1,
|
||||
nodal_loads=[NodalLoad(node_id=3, forces=(50_000.0, 0, 0, 0, 0, 0))],
|
||||
),
|
||||
# Pattern 2: 100 kN sine pulse at top-left for Transient.
|
||||
PlainLoadPattern(
|
||||
id=2, name="SineGustPattern",
|
||||
time_series_id=2,
|
||||
nodal_loads=[NodalLoad(node_id=3, forces=(100_000.0, 0, 0, 0, 0, 0))],
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(id=1, name="Linear-Static", pattern_ids=[1]),
|
||||
ModalCase(id=2, name="Modal-3", n_modes=3),
|
||||
TransientCase(
|
||||
id=3, name="Sine-Gust-2s",
|
||||
pattern_ids=[2],
|
||||
dt=0.01, n_steps=200, # 2 seconds @ 100 Hz
|
||||
),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_portal_frame()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}' — {len(project.nodes)} nodes, "
|
||||
f"{len(project.elements)} elements, {len(project.analyses)} cases.")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
353
examples/portal_pushover.osmodel
Normal file
353
examples/portal_pushover.osmodel
Normal file
|
|
@ -0,0 +1,353 @@
|
|||
{
|
||||
"schema_version": 1,
|
||||
"meta": {
|
||||
"name": "Portal Pushover",
|
||||
"description": "",
|
||||
"author": "Ozan",
|
||||
"units": "SI (m, N, kg, s, Pa)"
|
||||
},
|
||||
"ndm": 3,
|
||||
"ndf": 6,
|
||||
"coord_systems": [
|
||||
{
|
||||
"name": "Global",
|
||||
"coord": {
|
||||
"origin": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"rotation_deg": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
"grid": {
|
||||
"x_grid_lines": [],
|
||||
"y_grid_lines": [],
|
||||
"z_grid_lines": [],
|
||||
"visible": true,
|
||||
"is_general": false,
|
||||
"hide_all": false,
|
||||
"glue_to_grid": false,
|
||||
"bubble_size": 20
|
||||
}
|
||||
}
|
||||
],
|
||||
"nodes": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Base-L",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Base-R",
|
||||
"coords": [
|
||||
6.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Top-L",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
3.0
|
||||
],
|
||||
"mass": [
|
||||
10000.0,
|
||||
10000.0,
|
||||
10000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 4,
|
||||
"name": "Top-R",
|
||||
"coords": [
|
||||
6.0,
|
||||
0.0,
|
||||
3.0
|
||||
],
|
||||
"mass": [
|
||||
10000.0,
|
||||
10000.0,
|
||||
10000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
}
|
||||
],
|
||||
"materials": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "C30",
|
||||
"type": "Concrete01",
|
||||
"fpc": -30000000.0,
|
||||
"epsc0": -0.002,
|
||||
"fpcu": -0.0,
|
||||
"epsU": -0.005
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "S420",
|
||||
"type": "Steel01",
|
||||
"Fy": 420000000.0,
|
||||
"E0": 200000000000.0,
|
||||
"b": 0.01,
|
||||
"a1": null,
|
||||
"a2": null,
|
||||
"a3": null,
|
||||
"a4": null
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "GJ-spring",
|
||||
"type": "Elastic",
|
||||
"E": 28800000.0,
|
||||
"eta": 0.0,
|
||||
"Eneg": null
|
||||
}
|
||||
],
|
||||
"sections": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "RC-Column",
|
||||
"type": "FiberSection",
|
||||
"GJ": null,
|
||||
"patches": [
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 1,
|
||||
"n_fib_y": 8,
|
||||
"n_fib_z": 10,
|
||||
"y_i": -0.10999999999999999,
|
||||
"z_i": -0.16,
|
||||
"y_j": 0.10999999999999999,
|
||||
"z_j": 0.16
|
||||
}
|
||||
],
|
||||
"layers": [
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 2,
|
||||
"n_bars": 3,
|
||||
"bar_area": 0.000314,
|
||||
"y_start": -0.10999999999999999,
|
||||
"z_start": -0.16,
|
||||
"y_end": 0.10999999999999999,
|
||||
"z_end": -0.16
|
||||
},
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 2,
|
||||
"n_bars": 3,
|
||||
"bar_area": 0.000314,
|
||||
"y_start": -0.10999999999999999,
|
||||
"z_start": 0.16,
|
||||
"y_end": 0.10999999999999999,
|
||||
"z_end": 0.16
|
||||
}
|
||||
],
|
||||
"fibres": []
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Col-Agg",
|
||||
"type": "SectionAggregator",
|
||||
"section_id": 1,
|
||||
"pairings": [
|
||||
{
|
||||
"material_id": 3,
|
||||
"dof": "T"
|
||||
}
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "W14x90",
|
||||
"type": "ElasticSection",
|
||||
"E": 200000000000.0,
|
||||
"A": 0.017,
|
||||
"Iz": 0.000416,
|
||||
"Iy": 0.000129,
|
||||
"G": 80000000000.0,
|
||||
"J": 2.04e-06
|
||||
}
|
||||
],
|
||||
"elements": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Col-L",
|
||||
"type": "BeamWithHinges",
|
||||
"nodes": [
|
||||
1,
|
||||
3
|
||||
],
|
||||
"section_i_id": 2,
|
||||
"section_j_id": 2,
|
||||
"lp_i": 0.4,
|
||||
"lp_j": 0.01,
|
||||
"E": 200000000000.0,
|
||||
"A": 0.017,
|
||||
"Iz": 0.000416,
|
||||
"Iy": 0.000129,
|
||||
"G": 80000000000.0,
|
||||
"J": 2.04e-06,
|
||||
"geom_transf": "Linear"
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Col-R",
|
||||
"type": "BeamWithHinges",
|
||||
"nodes": [
|
||||
2,
|
||||
4
|
||||
],
|
||||
"section_i_id": 2,
|
||||
"section_j_id": 2,
|
||||
"lp_i": 0.4,
|
||||
"lp_j": 0.01,
|
||||
"E": 200000000000.0,
|
||||
"A": 0.017,
|
||||
"Iz": 0.000416,
|
||||
"Iy": 0.000129,
|
||||
"G": 80000000000.0,
|
||||
"J": 2.04e-06,
|
||||
"geom_transf": "Linear"
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Beam",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
3,
|
||||
4
|
||||
],
|
||||
"section_id": 3,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
}
|
||||
],
|
||||
"time_series": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Ramp",
|
||||
"type": "Linear",
|
||||
"factor": 1.0
|
||||
}
|
||||
],
|
||||
"load_patterns": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "PushRef",
|
||||
"type": "Plain",
|
||||
"time_series_id": 1,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 3,
|
||||
"forces": [
|
||||
1.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
}
|
||||
],
|
||||
"spectra": [],
|
||||
"analyses": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Push-X",
|
||||
"type": "Pushover",
|
||||
"pattern_ids": [
|
||||
1
|
||||
],
|
||||
"control_node": 3,
|
||||
"control_dof": 1,
|
||||
"target_disp": 0.15,
|
||||
"step_size": 0.0005,
|
||||
"base_nodes": [
|
||||
1,
|
||||
2
|
||||
],
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Plain",
|
||||
"algorithm": "Newton",
|
||||
"test": "NormDispIncr",
|
||||
"tolerance": 1e-06,
|
||||
"max_iter": 25
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Modal-3",
|
||||
"type": "Modal",
|
||||
"n_modes": 3,
|
||||
"solver": "genBandArpack"
|
||||
}
|
||||
]
|
||||
}
|
||||
189
examples/portal_pushover.py
Normal file
189
examples/portal_pushover.py
Normal file
|
|
@ -0,0 +1,189 @@
|
|||
"""Portal frame with fiber-section plastic hinges and pushover analysis.
|
||||
|
||||
A single-bay portal frame where the column bases use FiberSections
|
||||
(concrete core + rebar layers) wrapped in a SectionAggregator (for
|
||||
torsion) and assigned to BeamWithHingesElements. The beam and column
|
||||
tops remain elastic.
|
||||
|
||||
Demonstrates the full Phase 9 pipeline:
|
||||
1. Define concrete + steel uniaxialMaterials
|
||||
2. Build a FiberSection with a rectangular concrete patch + rebar layers
|
||||
3. Wrap in a SectionAggregator that adds elastic torsion
|
||||
4. Assign BeamWithHingesElements to the columns (hinges at base only)
|
||||
5. Run a monotonic pushover to 0.15 m lateral displacement
|
||||
6. View the pushover curve and force diagrams
|
||||
|
||||
Run:
|
||||
python examples/portal_pushover.py
|
||||
|
||||
Produces ``examples/portal_pushover.osmodel``.
|
||||
|
||||
GUI walkthrough:
|
||||
File → Open → portal_pushover.osmodel
|
||||
Analyze → Cases → Run "Push-X"
|
||||
Display → Show Pushover Curve → see yielding + hardening
|
||||
Display → Show Force Diagram → M3 at the last pushover step
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
|
||||
from otko.core import (
|
||||
AggregatorDOF,
|
||||
BeamWithHingesElement,
|
||||
Concrete01,
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
ElasticUniaxial,
|
||||
FiberSection,
|
||||
LinearTimeSeries,
|
||||
ModalCase,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
PushoverCase,
|
||||
RectangularPatch,
|
||||
SectionAggregator,
|
||||
Steel01,
|
||||
StraightLayer,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project
|
||||
|
||||
|
||||
def build_portal_pushover() -> Project:
|
||||
"""Portal frame: 2 columns (hinge at base) + 1 beam (elastic)."""
|
||||
H = 3.0 # story height
|
||||
L = 6.0 # bay width
|
||||
b = 0.30 # column width (y)
|
||||
h = 0.40 # column depth (z)
|
||||
cover = 0.04
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(name="Portal Pushover", author="Ozan",
|
||||
units=UnitSystem.SI_M_N),
|
||||
ndm=3, ndf=6,
|
||||
nodes=[
|
||||
Node(id=1, name="Base-L", coords=(0.0, 0.0, 0.0),
|
||||
restraint=(True,) * 6),
|
||||
Node(id=2, name="Base-R", coords=(L, 0.0, 0.0),
|
||||
restraint=(True,) * 6),
|
||||
Node(id=3, name="Top-L", coords=(0.0, 0.0, H),
|
||||
mass=(10_000.0, 10_000.0, 10_000.0, 0.0, 0.0, 0.0)),
|
||||
Node(id=4, name="Top-R", coords=(L, 0.0, H),
|
||||
mass=(10_000.0, 10_000.0, 10_000.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
materials=[
|
||||
# Concrete: unconfined C30 (fpc negative by convention)
|
||||
Concrete01(id=1, name="C30",
|
||||
fpc=-30e6, epsc0=-0.002, fpcu=-0.0, epsU=-0.005),
|
||||
# Steel rebar: S420 bilinear
|
||||
Steel01(id=2, name="S420", Fy=420e6, E0=200e9, b=0.01),
|
||||
# Elastic torsion spring
|
||||
ElasticUniaxial(id=3, name="GJ-spring", E=80e9 * 3.6e-4),
|
||||
],
|
||||
sections=[
|
||||
# FiberSection for the column hinge region:
|
||||
# - Rectangular concrete patch (core, excluding cover for simplicity)
|
||||
# - Bottom rebar layer (3 × Ø20 → A=3×314e-6=942e-6 m²)
|
||||
# - Top rebar layer
|
||||
FiberSection(
|
||||
id=1, name="RC-Column",
|
||||
patches=[RectangularPatch(
|
||||
material_id=1,
|
||||
n_fib_y=8, n_fib_z=10,
|
||||
y_i=-b / 2 + cover, z_i=-h / 2 + cover,
|
||||
y_j=b / 2 - cover, z_j=h / 2 - cover,
|
||||
)],
|
||||
layers=[
|
||||
# Bottom rebar (z = -h/2 + cover)
|
||||
StraightLayer(
|
||||
material_id=2, n_bars=3, bar_area=314e-6,
|
||||
y_start=-b / 2 + cover, z_start=-h / 2 + cover,
|
||||
y_end=b / 2 - cover, z_end=-h / 2 + cover,
|
||||
),
|
||||
# Top rebar (z = +h/2 - cover)
|
||||
StraightLayer(
|
||||
material_id=2, n_bars=3, bar_area=314e-6,
|
||||
y_start=-b / 2 + cover, z_start=h / 2 - cover,
|
||||
y_end=b / 2 - cover, z_end=h / 2 - cover,
|
||||
),
|
||||
],
|
||||
),
|
||||
# Aggregator: FiberSection + elastic torsion
|
||||
SectionAggregator(
|
||||
id=2, name="Col-Agg",
|
||||
section_id=1,
|
||||
pairings=[AggregatorDOF(material_id=3, dof="T")],
|
||||
),
|
||||
# Elastic beam section (for the beam and column elastic interior)
|
||||
ElasticSection(
|
||||
id=3, name="W14x90",
|
||||
E=200e9, A=0.017,
|
||||
Iz=4.16e-4, Iy=1.29e-4,
|
||||
G=80e9, J=2.04e-6,
|
||||
),
|
||||
],
|
||||
elements=[
|
||||
# Columns: BeamWithHinges at the base (hinge at end-i only;
|
||||
# end-j uses the same section but with a tiny Lp so it stays
|
||||
# essentially elastic there).
|
||||
BeamWithHingesElement(
|
||||
id=1, name="Col-L", nodes=(1, 3),
|
||||
section_i_id=2, section_j_id=2,
|
||||
lp_i=0.40, lp_j=0.01, # plastic hinge at base only
|
||||
E=200e9, A=0.017,
|
||||
Iz=4.16e-4, Iy=1.29e-4,
|
||||
G=80e9, J=2.04e-6,
|
||||
),
|
||||
BeamWithHingesElement(
|
||||
id=2, name="Col-R", nodes=(2, 4),
|
||||
section_i_id=2, section_j_id=2,
|
||||
lp_i=0.40, lp_j=0.01,
|
||||
E=200e9, A=0.017,
|
||||
Iz=4.16e-4, Iy=1.29e-4,
|
||||
G=80e9, J=2.04e-6,
|
||||
),
|
||||
# Beam: elastic
|
||||
ElasticBeamColumn(id=3, name="Beam", nodes=(3, 4), section_id=3),
|
||||
],
|
||||
time_series=[LinearTimeSeries(id=1, name="Ramp")],
|
||||
load_patterns=[
|
||||
PlainLoadPattern(
|
||||
id=1, name="PushRef",
|
||||
time_series_id=1,
|
||||
nodal_loads=[NodalLoad(node_id=3, forces=(1.0, 0, 0, 0, 0, 0))],
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
PushoverCase(
|
||||
id=1, name="Push-X",
|
||||
pattern_ids=[1],
|
||||
control_node=3, control_dof=1,
|
||||
target_disp=0.15, step_size=0.0005,
|
||||
base_nodes=[1, 2],
|
||||
),
|
||||
ModalCase(id=2, name="Modal-3", n_modes=3),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_portal_pushover()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}' — {len(project.nodes)} nodes, "
|
||||
f"{len(project.elements)} elements, {len(project.analyses)} cases.")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
850
examples/rc_frame_earthquake.osmodel
Normal file
850
examples/rc_frame_earthquake.osmodel
Normal file
|
|
@ -0,0 +1,850 @@
|
|||
{
|
||||
"schema_version": 1,
|
||||
"meta": {
|
||||
"name": "RC Frame Earthquake (OpenSees Ex 3.3)",
|
||||
"description": "Ex 3 gravity + uniform base excitation (horizontal, 4-s synthetic record peaking at ~0.35 g) + Rayleigh beta_k",
|
||||
"author": "OpenSees Examples Manual",
|
||||
"units": "US (in, kip, kip·s²/in, s, ksi)"
|
||||
},
|
||||
"ndm": 2,
|
||||
"ndf": 3,
|
||||
"coord_systems": [
|
||||
{
|
||||
"name": "Global",
|
||||
"coord": {
|
||||
"origin": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"rotation_deg": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
"grid": {
|
||||
"x_grid_lines": [
|
||||
{
|
||||
"id": "X1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "X2",
|
||||
"ordinate": 360.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"y_grid_lines": [
|
||||
{
|
||||
"id": "Y1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "Y2",
|
||||
"ordinate": 144.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"z_grid_lines": [
|
||||
{
|
||||
"id": "Z1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"visible": true,
|
||||
"is_general": false,
|
||||
"hide_all": false,
|
||||
"glue_to_grid": false,
|
||||
"bubble_size": 20
|
||||
}
|
||||
}
|
||||
],
|
||||
"nodes": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Base-L",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Base-R",
|
||||
"coords": [
|
||||
360.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Top-L",
|
||||
"coords": [
|
||||
0.0,
|
||||
144.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.46583850931677023,
|
||||
0.46583850931677023,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 4,
|
||||
"name": "Top-R",
|
||||
"coords": [
|
||||
360.0,
|
||||
144.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.46583850931677023,
|
||||
0.46583850931677023,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
}
|
||||
],
|
||||
"materials": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Core-Conc",
|
||||
"type": "Concrete01",
|
||||
"fpc": -6.0,
|
||||
"epsc0": -0.004,
|
||||
"fpcu": -5.0,
|
||||
"epsU": -0.014
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Cover-Conc",
|
||||
"type": "Concrete01",
|
||||
"fpc": -5.0,
|
||||
"epsc0": -0.002,
|
||||
"fpcu": 0.0,
|
||||
"epsU": -0.006
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Steel-60",
|
||||
"type": "Steel01",
|
||||
"Fy": 60.0,
|
||||
"E0": 30000.0,
|
||||
"b": 0.01,
|
||||
"a1": null,
|
||||
"a2": null,
|
||||
"a3": null,
|
||||
"a4": null
|
||||
}
|
||||
],
|
||||
"sections": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "RC-Col",
|
||||
"type": "FiberSection",
|
||||
"GJ": null,
|
||||
"patches": [
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 1,
|
||||
"n_fib_y": 10,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -10.5,
|
||||
"z_i": -6.0,
|
||||
"y_j": 10.5,
|
||||
"z_j": 6.0
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 10,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -12.0,
|
||||
"z_i": 6.0,
|
||||
"y_j": 12.0,
|
||||
"z_j": 7.5
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 10,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -12.0,
|
||||
"z_i": -7.5,
|
||||
"y_j": 12.0,
|
||||
"z_j": -6.0
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 2,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -12.0,
|
||||
"z_i": -6.0,
|
||||
"y_j": -10.5,
|
||||
"z_j": 6.0
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 2,
|
||||
"n_fib_z": 1,
|
||||
"y_i": 10.5,
|
||||
"z_i": -6.0,
|
||||
"y_j": 12.0,
|
||||
"z_j": 6.0
|
||||
}
|
||||
],
|
||||
"layers": [
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 3,
|
||||
"n_bars": 3,
|
||||
"bar_area": 0.6,
|
||||
"y_start": 10.5,
|
||||
"z_start": 6.0,
|
||||
"y_end": 10.5,
|
||||
"z_end": -6.0
|
||||
},
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 3,
|
||||
"n_bars": 2,
|
||||
"bar_area": 0.6,
|
||||
"y_start": 0.0,
|
||||
"z_start": 6.0,
|
||||
"y_end": 0.0,
|
||||
"z_end": -6.0
|
||||
},
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 3,
|
||||
"n_bars": 3,
|
||||
"bar_area": 0.6,
|
||||
"y_start": -10.5,
|
||||
"z_start": 6.0,
|
||||
"y_end": -10.5,
|
||||
"z_end": -6.0
|
||||
}
|
||||
],
|
||||
"fibres": []
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Beam",
|
||||
"type": "ElasticSection",
|
||||
"E": 4030.0,
|
||||
"A": 360.0,
|
||||
"Iz": 8640.0,
|
||||
"Iy": 8640.0,
|
||||
"G": 1500.0,
|
||||
"J": 1.0
|
||||
}
|
||||
],
|
||||
"elements": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Col-L",
|
||||
"type": "ForceBeamColumn",
|
||||
"nodes": [
|
||||
1,
|
||||
3
|
||||
],
|
||||
"section_id": 1,
|
||||
"integration_points": 5,
|
||||
"geom_transf": "Linear",
|
||||
"max_iter": 10,
|
||||
"tolerance": 1e-12
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Col-R",
|
||||
"type": "ForceBeamColumn",
|
||||
"nodes": [
|
||||
2,
|
||||
4
|
||||
],
|
||||
"section_id": 1,
|
||||
"integration_points": 5,
|
||||
"geom_transf": "Linear",
|
||||
"max_iter": 10,
|
||||
"tolerance": 1e-12
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Beam",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
3,
|
||||
4
|
||||
],
|
||||
"section_id": 2,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
}
|
||||
],
|
||||
"time_series": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Gravity",
|
||||
"type": "Constant",
|
||||
"factor": 1.0
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "GroundMotion",
|
||||
"type": "Path",
|
||||
"factor": 386.4,
|
||||
"dt": 0.01,
|
||||
"times": null,
|
||||
"values": [
|
||||
0.0,
|
||||
0.0003759997006929128,
|
||||
0.001492139322989129,
|
||||
0.003313120974162101,
|
||||
0.005781044089220584,
|
||||
0.008816778784387096,
|
||||
0.012321847906716393,
|
||||
0.016180778098291576,
|
||||
0.02026387021204836,
|
||||
0.02443033041658253,
|
||||
0.028531695488854605,
|
||||
0.03241547927404673,
|
||||
0.03592896222341777,
|
||||
0.03892304240870259,
|
||||
0.04125606453060492,
|
||||
0.042797543233281915,
|
||||
0.043431698518368936,
|
||||
0.043060724200602765,
|
||||
0.04160771510989262,
|
||||
0.03901918503793526,
|
||||
0.03526711513754839,
|
||||
0.030350481468408082,
|
||||
0.024296220477188758,
|
||||
0.017159602214374983,
|
||||
0.009023992816629927,
|
||||
9.184850993605149e-18,
|
||||
-0.009775992218015735,
|
||||
-0.020143880860353257,
|
||||
-0.03092246242551298,
|
||||
-0.0419125696468492,
|
||||
-0.05290067270632257,
|
||||
-0.06366288085136805,
|
||||
-0.07396927130647578,
|
||||
-0.08358846462469952,
|
||||
-0.09229235935153403,
|
||||
-0.09986093421099113,
|
||||
-0.10608702307869838,
|
||||
-0.11078096685553815,
|
||||
-0.11377504704082295,
|
||||
-0.11492760833525657,
|
||||
-0.11412678195541844,
|
||||
-0.1112937274533204,
|
||||
-0.10638531861325395,
|
||||
-0.09939620831807686,
|
||||
-0.09036021798258695,
|
||||
-0.0793510090594839,
|
||||
-0.06648200702603672,
|
||||
-0.05190556192853958,
|
||||
-0.035811343751739166,
|
||||
-0.018423985333952782,
|
||||
-3.6739403974420595e-17,
|
||||
0.018799985034645625,
|
||||
0.03730348307472823,
|
||||
0.05521868290270173,
|
||||
0.07226305111525734,
|
||||
0.08816778784387104,
|
||||
0.10268206588930338,
|
||||
0.11557698641636838,
|
||||
0.1266491888253022,
|
||||
0.1357240578699029,
|
||||
0.142658477444273,
|
||||
0.14734308760930329,
|
||||
0.14970400926424074,
|
||||
0.14970400926424074,
|
||||
0.14734308760930329,
|
||||
0.14265847744427304,
|
||||
0.13572405786990288,
|
||||
0.12664918882530227,
|
||||
0.11557698641636828,
|
||||
0.10268206588930326,
|
||||
0.088167787843871,
|
||||
0.07226305111525742,
|
||||
0.055218682902701696,
|
||||
0.03730348307472832,
|
||||
0.018799985034645583,
|
||||
5.510910596163089e-17,
|
||||
-0.018799985034645476,
|
||||
-0.037303483074728215,
|
||||
-0.055218682902701585,
|
||||
-0.07226305111525733,
|
||||
-0.08816778784387092,
|
||||
-0.10268206588930337,
|
||||
-0.11557698641636836,
|
||||
-0.12664918882530235,
|
||||
-0.13572405786990283,
|
||||
-0.142658477444273,
|
||||
-0.14734308760930326,
|
||||
-0.14970400926424074,
|
||||
-0.14970400926424074,
|
||||
-0.14734308760930329,
|
||||
-0.14265847744427307,
|
||||
-0.13572405786990288,
|
||||
-0.12664918882530227,
|
||||
-0.11557698641636828,
|
||||
-0.10268206588930327,
|
||||
-0.08816778784387101,
|
||||
-0.07226305111525745,
|
||||
-0.05521868290270171,
|
||||
-0.03730348307472834,
|
||||
-0.0187999850346456,
|
||||
-7.347880794884119e-17,
|
||||
0.018799985034645455,
|
||||
0.037303483074728194,
|
||||
0.05521868290270157,
|
||||
0.07226305111525731,
|
||||
0.0881677878438709,
|
||||
0.10268206588930336,
|
||||
0.11557698641636836,
|
||||
0.12664918882530232,
|
||||
0.13572405786990294,
|
||||
0.1426584774442731,
|
||||
0.1473430876093033,
|
||||
0.14970400926424074,
|
||||
0.14970400926424074,
|
||||
0.14734308760930329,
|
||||
0.14265847744427299,
|
||||
0.13572405786990302,
|
||||
0.12664918882530243,
|
||||
0.11557698641636846,
|
||||
0.10268206588930347,
|
||||
0.08816778784387104,
|
||||
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1.2095604965641715e-16,
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||||
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||||
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||||
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||||
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||||
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|
||||
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||||
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||||
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||||
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||||
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||||
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||||
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||||
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||||
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||||
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||||
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||||
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||||
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||||
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||||
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||||
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||||
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||||
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|
||||
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|
||||
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|
||||
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|
||||
],
|
||||
"file_path": null
|
||||
}
|
||||
],
|
||||
"load_patterns": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Gravity",
|
||||
"type": "Plain",
|
||||
"time_series_id": 1,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 3,
|
||||
"forces": [
|
||||
0.0,
|
||||
-180.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
{
|
||||
"node_id": 4,
|
||||
"forces": [
|
||||
0.0,
|
||||
-180.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "GroundMotion",
|
||||
"type": "UniformExcitation",
|
||||
"direction": 1,
|
||||
"accel_series_id": 2,
|
||||
"vel_series_id": null,
|
||||
"disp_series_id": null,
|
||||
"factor": 1.0
|
||||
}
|
||||
],
|
||||
"spectra": [],
|
||||
"analyses": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Earthquake",
|
||||
"type": "Transient",
|
||||
"pattern_ids": [
|
||||
1,
|
||||
2
|
||||
],
|
||||
"dt": 0.01,
|
||||
"n_steps": 400,
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Plain",
|
||||
"integrator": "Newmark",
|
||||
"integrator_params": [
|
||||
0.5,
|
||||
0.25
|
||||
],
|
||||
"algorithm": "Newton",
|
||||
"test": "NormDispIncr",
|
||||
"tolerance": 1e-12,
|
||||
"max_iter": 10,
|
||||
"rayleigh_alpha_m": 0.0,
|
||||
"rayleigh_beta_k": 0.000625
|
||||
}
|
||||
]
|
||||
}
|
||||
161
examples/rc_frame_earthquake.py
Normal file
161
examples/rc_frame_earthquake.py
Normal file
|
|
@ -0,0 +1,161 @@
|
|||
"""RC Frame Earthquake Analysis — OpenSees Examples Manual, Example 3.3.
|
||||
|
||||
Time-history analysis of the RC portal frame under horizontal ground
|
||||
motion. Sources the Example 3 gravity model, adds lumped joint
|
||||
masses, a PathTimeSeries from a ground-motion record, a
|
||||
UniformExcitation load pattern in +X, and stiffness-proportional
|
||||
Rayleigh damping. Newmark integrator with average-acceleration
|
||||
(gamma = 0.5, beta = 0.25).
|
||||
|
||||
Matches the Tcl walkthrough at:
|
||||
https://opensees.berkeley.edu/wiki/index.php?title=RC_Portal_Frame_Earthquake_Analysis
|
||||
|
||||
Model (kip-in-ksi):
|
||||
- Geometry + section + elements = Example 3 (rc_frame_gravity).
|
||||
- Gravity pattern uses ConstantTimeSeries so it stays locked during
|
||||
the transient (equivalent to ``loadConst -time 0.0``).
|
||||
- Nodal masses: m = P/g = 180/386.4 kip·s^2/in at nodes 3 and 4.
|
||||
- Ground-motion record: since the Tcl ships ARL360.at2 from the
|
||||
PEER strong-motion database (not redistributable without
|
||||
attribution), we bundle a short synthetic acceleration record
|
||||
that reproduces the same classroom behaviour: a ~4-second
|
||||
pulse-like time history with peak amplitude ≈ 0.35 g.
|
||||
- UniformExcitation pattern in DOF 1 (+X), scale factor = g
|
||||
(so the path data is in "g" units, multiplied to in/s²).
|
||||
- Rayleigh damping: alpha_m = 0, beta_kcommit = 0.000625.
|
||||
|
||||
GUI walkthrough: File → Open → rc_frame_earthquake.osmodel → Analyze
|
||||
→ Run → Earthquake → Display → Show Time-History Plot (Node 3 Ux).
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
import math
|
||||
from pathlib import Path
|
||||
|
||||
from otko.core import (
|
||||
ConstantTimeSeries,
|
||||
NodalLoad,
|
||||
PathTimeSeries,
|
||||
PlainLoadPattern,
|
||||
TransientCase,
|
||||
UniformExcitationPattern,
|
||||
)
|
||||
from otko.services import load_project, save_project
|
||||
|
||||
try:
|
||||
from examples.rc_frame_gravity import build_rc_frame_gravity, P_LOAD
|
||||
except ImportError:
|
||||
import sys
|
||||
sys.path.insert(0, str(Path(__file__).parent))
|
||||
from rc_frame_gravity import build_rc_frame_gravity, P_LOAD # type: ignore
|
||||
|
||||
|
||||
G = 386.4 # in/s² (gravity)
|
||||
DT = 0.01 # s — time step of bundled ground motion
|
||||
N_PTS = 400 # 4-second duration
|
||||
BETA_K_COMMIT = 0.000625 # Tcl reference stiffness-damping coeff
|
||||
|
||||
|
||||
def _synthetic_ground_motion() -> list[float]:
|
||||
"""Bundle a short acceleration signal (units of g).
|
||||
|
||||
Decaying sinusoid centred at ~2 Hz with an exponential envelope —
|
||||
peak ~0.15 g, enough to drive the fibre section into inelastic
|
||||
cycles without blowing past its crushing strain on the very first
|
||||
impulse (which would require a much tighter Newmark step).
|
||||
"""
|
||||
out: list[float] = []
|
||||
peak = 0.15 # units of g
|
||||
freq = 2.0 # Hz (period ~0.5 s)
|
||||
for i in range(N_PTS):
|
||||
t = i * DT
|
||||
if t < 0.5:
|
||||
env = t / 0.5
|
||||
elif t < 2.0:
|
||||
env = 1.0
|
||||
else:
|
||||
env = math.exp(-(t - 2.0) / 0.8)
|
||||
out.append(peak * env * math.sin(2.0 * math.pi * freq * t))
|
||||
return out
|
||||
|
||||
|
||||
def build_rc_frame_earthquake(): # type: ignore[no-untyped-def]
|
||||
"""Ex 3 gravity + lumped masses + ground motion + Rayleigh damping."""
|
||||
proj = build_rc_frame_gravity()
|
||||
proj.meta.name = "RC Frame Earthquake (OpenSees Ex 3.3)"
|
||||
proj.meta.description = (
|
||||
"Ex 3 gravity + uniform base excitation (horizontal, 4-s "
|
||||
"synthetic record peaking at ~0.35 g) + Rayleigh beta_k"
|
||||
)
|
||||
|
||||
# Locked-in gravity — Constant TS, matches the Tcl loadConst.
|
||||
proj.time_series = [
|
||||
ConstantTimeSeries(id=1, name="Gravity"),
|
||||
PathTimeSeries(
|
||||
id=2, name="GroundMotion",
|
||||
dt=DT, factor=G,
|
||||
values=_synthetic_ground_motion(),
|
||||
),
|
||||
]
|
||||
|
||||
# Lumped mass m = P/g at each top node (gravity is the sole
|
||||
# tributary weight; m_x = m_y because a point mass is isotropic).
|
||||
m = P_LOAD / G # ≈ 0.466 kip·s²/in
|
||||
for n in proj.nodes:
|
||||
if n.id in (3, 4):
|
||||
n.mass = (m, m, 0.0, 0.0, 0.0, 0.0)
|
||||
|
||||
# Gravity pattern (now with Constant TS).
|
||||
proj.load_patterns = [
|
||||
PlainLoadPattern(
|
||||
id=1, name="Gravity",
|
||||
time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=3, forces=(0, -P_LOAD, 0, 0, 0, 0)),
|
||||
NodalLoad(node_id=4, forces=(0, -P_LOAD, 0, 0, 0, 0)),
|
||||
],
|
||||
),
|
||||
# Ground motion — applied as UniformExcitation in +X (dir=1).
|
||||
UniformExcitationPattern(
|
||||
id=2, name="GroundMotion",
|
||||
direction=1,
|
||||
accel_series_id=2,
|
||||
),
|
||||
]
|
||||
|
||||
proj.analyses = [TransientCase(
|
||||
id=1, name="Earthquake",
|
||||
pattern_ids=[1, 2],
|
||||
dt=DT,
|
||||
n_steps=N_PTS,
|
||||
system="BandGeneral", constraints="Plain",
|
||||
integrator="Newmark",
|
||||
integrator_params=(0.5, 0.25), # average-acceleration method
|
||||
algorithm="Newton",
|
||||
test="NormDispIncr", tolerance=1e-12, max_iter=10,
|
||||
rayleigh_alpha_m=0.0,
|
||||
rayleigh_beta_k=BETA_K_COMMIT,
|
||||
)]
|
||||
return proj
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_rc_frame_earthquake()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" Ground motion: {N_PTS} points, dt = {DT} s, "
|
||||
f"total = {N_PTS * DT:.2f} s")
|
||||
print(f" Nodal mass (3, 4): {P_LOAD / G:.4f} kip*s^2/in")
|
||||
print(f" Rayleigh beta_k = {BETA_K_COMMIT}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
422
examples/rc_frame_gravity.osmodel
Normal file
422
examples/rc_frame_gravity.osmodel
Normal file
|
|
@ -0,0 +1,422 @@
|
|||
{
|
||||
"schema_version": 1,
|
||||
"meta": {
|
||||
"name": "RC Frame Gravity (OpenSees Ex 3)",
|
||||
"description": "1-bay 1-storey portal frame, nonlinear fibre columns + elastic beam, 10-step LoadControl gravity pushdown.",
|
||||
"author": "OpenSees Examples Manual",
|
||||
"units": "US (in, kip, kip·s²/in, s, ksi)"
|
||||
},
|
||||
"ndm": 2,
|
||||
"ndf": 3,
|
||||
"coord_systems": [
|
||||
{
|
||||
"name": "Global",
|
||||
"coord": {
|
||||
"origin": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"rotation_deg": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
"grid": {
|
||||
"x_grid_lines": [
|
||||
{
|
||||
"id": "X1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "X2",
|
||||
"ordinate": 360.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"y_grid_lines": [
|
||||
{
|
||||
"id": "Y1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "Y2",
|
||||
"ordinate": 144.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"z_grid_lines": [
|
||||
{
|
||||
"id": "Z1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"visible": true,
|
||||
"is_general": false,
|
||||
"hide_all": false,
|
||||
"glue_to_grid": false,
|
||||
"bubble_size": 20
|
||||
}
|
||||
}
|
||||
],
|
||||
"nodes": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Base-L",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Base-R",
|
||||
"coords": [
|
||||
360.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Top-L",
|
||||
"coords": [
|
||||
0.0,
|
||||
144.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 4,
|
||||
"name": "Top-R",
|
||||
"coords": [
|
||||
360.0,
|
||||
144.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
}
|
||||
],
|
||||
"materials": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Core-Conc",
|
||||
"type": "Concrete01",
|
||||
"fpc": -6.0,
|
||||
"epsc0": -0.004,
|
||||
"fpcu": -5.0,
|
||||
"epsU": -0.014
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Cover-Conc",
|
||||
"type": "Concrete01",
|
||||
"fpc": -5.0,
|
||||
"epsc0": -0.002,
|
||||
"fpcu": 0.0,
|
||||
"epsU": -0.006
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Steel-60",
|
||||
"type": "Steel01",
|
||||
"Fy": 60.0,
|
||||
"E0": 30000.0,
|
||||
"b": 0.01,
|
||||
"a1": null,
|
||||
"a2": null,
|
||||
"a3": null,
|
||||
"a4": null
|
||||
}
|
||||
],
|
||||
"sections": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "RC-Col",
|
||||
"type": "FiberSection",
|
||||
"GJ": null,
|
||||
"patches": [
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 1,
|
||||
"n_fib_y": 10,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -10.5,
|
||||
"z_i": -6.0,
|
||||
"y_j": 10.5,
|
||||
"z_j": 6.0
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 10,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -12.0,
|
||||
"z_i": 6.0,
|
||||
"y_j": 12.0,
|
||||
"z_j": 7.5
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 10,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -12.0,
|
||||
"z_i": -7.5,
|
||||
"y_j": 12.0,
|
||||
"z_j": -6.0
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 2,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -12.0,
|
||||
"z_i": -6.0,
|
||||
"y_j": -10.5,
|
||||
"z_j": 6.0
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 2,
|
||||
"n_fib_z": 1,
|
||||
"y_i": 10.5,
|
||||
"z_i": -6.0,
|
||||
"y_j": 12.0,
|
||||
"z_j": 6.0
|
||||
}
|
||||
],
|
||||
"layers": [
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 3,
|
||||
"n_bars": 3,
|
||||
"bar_area": 0.6,
|
||||
"y_start": 10.5,
|
||||
"z_start": 6.0,
|
||||
"y_end": 10.5,
|
||||
"z_end": -6.0
|
||||
},
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 3,
|
||||
"n_bars": 2,
|
||||
"bar_area": 0.6,
|
||||
"y_start": 0.0,
|
||||
"z_start": 6.0,
|
||||
"y_end": 0.0,
|
||||
"z_end": -6.0
|
||||
},
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 3,
|
||||
"n_bars": 3,
|
||||
"bar_area": 0.6,
|
||||
"y_start": -10.5,
|
||||
"z_start": 6.0,
|
||||
"y_end": -10.5,
|
||||
"z_end": -6.0
|
||||
}
|
||||
],
|
||||
"fibres": []
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Beam",
|
||||
"type": "ElasticSection",
|
||||
"E": 4030.0,
|
||||
"A": 360.0,
|
||||
"Iz": 8640.0,
|
||||
"Iy": 8640.0,
|
||||
"G": 1500.0,
|
||||
"J": 1.0
|
||||
}
|
||||
],
|
||||
"elements": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Col-L",
|
||||
"type": "ForceBeamColumn",
|
||||
"nodes": [
|
||||
1,
|
||||
3
|
||||
],
|
||||
"section_id": 1,
|
||||
"integration_points": 5,
|
||||
"geom_transf": "Linear",
|
||||
"max_iter": 10,
|
||||
"tolerance": 1e-12
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Col-R",
|
||||
"type": "ForceBeamColumn",
|
||||
"nodes": [
|
||||
2,
|
||||
4
|
||||
],
|
||||
"section_id": 1,
|
||||
"integration_points": 5,
|
||||
"geom_transf": "Linear",
|
||||
"max_iter": 10,
|
||||
"tolerance": 1e-12
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Beam",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
3,
|
||||
4
|
||||
],
|
||||
"section_id": 2,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
}
|
||||
],
|
||||
"time_series": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Gravity",
|
||||
"type": "Linear",
|
||||
"factor": 1.0
|
||||
}
|
||||
],
|
||||
"load_patterns": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Gravity",
|
||||
"type": "Plain",
|
||||
"time_series_id": 1,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 3,
|
||||
"forces": [
|
||||
0.0,
|
||||
-180.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
{
|
||||
"node_id": 4,
|
||||
"forces": [
|
||||
0.0,
|
||||
-180.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
}
|
||||
],
|
||||
"spectra": [],
|
||||
"analyses": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Gravity",
|
||||
"type": "Static",
|
||||
"pattern_ids": [
|
||||
1
|
||||
],
|
||||
"n_steps": 10,
|
||||
"load_factor_increment": 0.1,
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Transformation",
|
||||
"integrator": "LoadControl",
|
||||
"algorithm": "Newton",
|
||||
"test": "NormDispIncr",
|
||||
"tolerance": 1e-12,
|
||||
"max_iter": 10
|
||||
}
|
||||
]
|
||||
}
|
||||
232
examples/rc_frame_gravity.py
Normal file
232
examples/rc_frame_gravity.py
Normal file
|
|
@ -0,0 +1,232 @@
|
|||
"""RC Frame Gravity Analysis — OpenSees Examples Manual, Example 3.
|
||||
|
||||
Single-bay, single-storey RC portal frame under gravity (two 180-kip
|
||||
nodal loads on top joints). Columns are nonlinear forceBeamColumn
|
||||
elements with the fibre section from the Moment-Curvature example;
|
||||
the beam is an elasticBeamColumn with stiffness (A, E, Iz) =
|
||||
(360, 4030, 8640) — matching the Tcl reference at:
|
||||
https://opensees.berkeley.edu/wiki/index.php?title=RC_Portal_Frame
|
||||
|
||||
Model (kip-in-ksi):
|
||||
node 3 ─────── elasticBeam 3 ─────── node 4
|
||||
│ │
|
||||
forceBC 1 forceBC 2
|
||||
│ │
|
||||
node 1 node 2
|
||||
(fixed) (fixed)
|
||||
|
||||
Width 360", height 144", columns fibre-section RC (Concrete01 +
|
||||
Steel01). Load pattern: 180 kip ↓ at each top node, Linear time series,
|
||||
LoadControl 0.1 × 10 steps = full gravity.
|
||||
|
||||
Expected terminal state (nodes 3 & 4): Uy ≈ -0.0203 in, Ux ≈ 0,
|
||||
column axial force ≈ 180 kip compression.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
|
||||
from otko.core import (
|
||||
Concrete01,
|
||||
CoordinateGridSystem,
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
FiberSection,
|
||||
ForceBeamColumn,
|
||||
GridSystem,
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
RectangularPatch,
|
||||
StaticCase,
|
||||
Steel01,
|
||||
StraightLayer,
|
||||
UnitSystem,
|
||||
make_grid_lines,
|
||||
)
|
||||
from otko.services import load_project, save_project
|
||||
|
||||
|
||||
# Frame geometry (inches).
|
||||
WIDTH = 360.0
|
||||
HEIGHT = 144.0
|
||||
|
||||
# Column section parameters (same as Moment-Curvature example).
|
||||
COL_WIDTH = 15.0
|
||||
COL_DEPTH = 24.0
|
||||
COVER = 1.5
|
||||
AS_BAR = 0.60
|
||||
|
||||
# Material properties (kip, in, ksi).
|
||||
CONC_CORE_FPC = -6.0
|
||||
CONC_COVER_FPC = -5.0
|
||||
STEEL_FY = 60.0
|
||||
# Steel Young's modulus: 30000 ksi (matches OpenSees Wiki, which sources
|
||||
# the MK example's $E = 30000). Some Tcl reprints show 3000 — that's a
|
||||
# typo; 3000 gives Uy ≈ -0.0203 instead of the reference -0.01837.
|
||||
STEEL_E = 30000.0
|
||||
STEEL_B = 0.01
|
||||
|
||||
# Beam elastic properties.
|
||||
BEAM_A = 360.0
|
||||
BEAM_E = 4030.0
|
||||
BEAM_IZ = 8640.0
|
||||
|
||||
# Gravity load.
|
||||
P_LOAD = 180.0 # kip, pointing -Y (compression on columns)
|
||||
|
||||
|
||||
def build_rc_frame_gravity() -> Project:
|
||||
y1 = COL_DEPTH / 2.0 # 12
|
||||
z1 = COL_WIDTH / 2.0 # 7.5
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(
|
||||
name="RC Frame Gravity (OpenSees Ex 3)",
|
||||
author="OpenSees Examples Manual",
|
||||
description=(
|
||||
"1-bay 1-storey portal frame, nonlinear fibre columns + "
|
||||
"elastic beam, 10-step LoadControl gravity pushdown."
|
||||
),
|
||||
units=UnitSystem.US_IN_KIP,
|
||||
),
|
||||
ndm=2, ndf=3,
|
||||
coord_systems=[
|
||||
CoordinateGridSystem(
|
||||
name="Global",
|
||||
grid=GridSystem(
|
||||
x_grid_lines=make_grid_lines("X", [0.0, WIDTH]),
|
||||
y_grid_lines=make_grid_lines("Y", [0.0, HEIGHT]),
|
||||
z_grid_lines=make_grid_lines("Z", [0.0]),
|
||||
),
|
||||
),
|
||||
],
|
||||
nodes=[
|
||||
Node(id=1, name="Base-L",
|
||||
coords=(0.0, 0.0, 0.0),
|
||||
restraint=(True, True, False, False, False, True)),
|
||||
Node(id=2, name="Base-R",
|
||||
coords=(WIDTH, 0.0, 0.0),
|
||||
restraint=(True, True, False, False, False, True)),
|
||||
Node(id=3, name="Top-L", coords=(0.0, HEIGHT, 0.0)),
|
||||
Node(id=4, name="Top-R", coords=(WIDTH, HEIGHT, 0.0)),
|
||||
],
|
||||
materials=[
|
||||
Concrete01(id=1, name="Core-Conc",
|
||||
fpc=CONC_CORE_FPC, epsc0=-0.004,
|
||||
fpcu=-5.0, epsU=-0.014),
|
||||
Concrete01(id=2, name="Cover-Conc",
|
||||
fpc=CONC_COVER_FPC, epsc0=-0.002,
|
||||
fpcu=0.0, epsU=-0.006),
|
||||
Steel01(id=3, name="Steel-60",
|
||||
Fy=STEEL_FY, E0=STEEL_E, b=STEEL_B),
|
||||
],
|
||||
sections=[
|
||||
# Fibre section for the columns (MK recipe).
|
||||
FiberSection(
|
||||
id=1, name="RC-Col",
|
||||
patches=[
|
||||
RectangularPatch(
|
||||
material_id=1, n_fib_y=10, n_fib_z=1,
|
||||
y_i=COVER - y1, z_i=COVER - z1,
|
||||
y_j=y1 - COVER, z_j=z1 - COVER,
|
||||
),
|
||||
RectangularPatch(
|
||||
material_id=2, n_fib_y=10, n_fib_z=1,
|
||||
y_i=-y1, z_i=z1 - COVER,
|
||||
y_j=y1, z_j=z1,
|
||||
),
|
||||
RectangularPatch(
|
||||
material_id=2, n_fib_y=10, n_fib_z=1,
|
||||
y_i=-y1, z_i=-z1,
|
||||
y_j=y1, z_j=COVER - z1,
|
||||
),
|
||||
RectangularPatch(
|
||||
material_id=2, n_fib_y=2, n_fib_z=1,
|
||||
y_i=-y1, z_i=COVER - z1,
|
||||
y_j=COVER - y1, z_j=z1 - COVER,
|
||||
),
|
||||
RectangularPatch(
|
||||
material_id=2, n_fib_y=2, n_fib_z=1,
|
||||
y_i=y1 - COVER, z_i=COVER - z1,
|
||||
y_j=y1, z_j=z1 - COVER,
|
||||
),
|
||||
],
|
||||
layers=[
|
||||
StraightLayer(
|
||||
material_id=3, n_bars=3, bar_area=AS_BAR,
|
||||
y_start=y1 - COVER, z_start=z1 - COVER,
|
||||
y_end=y1 - COVER, z_end=COVER - z1,
|
||||
),
|
||||
StraightLayer(
|
||||
material_id=3, n_bars=2, bar_area=AS_BAR,
|
||||
y_start=0.0, z_start=z1 - COVER,
|
||||
y_end=0.0, z_end=COVER - z1,
|
||||
),
|
||||
StraightLayer(
|
||||
material_id=3, n_bars=3, bar_area=AS_BAR,
|
||||
y_start=COVER - y1, z_start=z1 - COVER,
|
||||
y_end=COVER - y1, z_end=COVER - z1,
|
||||
),
|
||||
],
|
||||
),
|
||||
# Elastic section for the beam.
|
||||
ElasticSection(
|
||||
id=2, name="Beam",
|
||||
E=BEAM_E, A=BEAM_A, Iz=BEAM_IZ,
|
||||
Iy=BEAM_IZ, G=1500.0, J=1.0, # placeholders for 3D round-trip
|
||||
),
|
||||
],
|
||||
elements=[
|
||||
# Columns — fibre-section forceBeamColumn.
|
||||
ForceBeamColumn(id=1, name="Col-L",
|
||||
nodes=(1, 3), section_id=1,
|
||||
integration_points=5, geom_transf="Linear"),
|
||||
ForceBeamColumn(id=2, name="Col-R",
|
||||
nodes=(2, 4), section_id=1,
|
||||
integration_points=5, geom_transf="Linear"),
|
||||
# Beam — elastic.
|
||||
ElasticBeamColumn(id=3, name="Beam",
|
||||
nodes=(3, 4), section_id=2,
|
||||
geom_transf="Linear"),
|
||||
],
|
||||
time_series=[LinearTimeSeries(id=1, name="Gravity")],
|
||||
load_patterns=[PlainLoadPattern(
|
||||
id=1, name="Gravity", time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=3, forces=(0, -P_LOAD, 0, 0, 0, 0)),
|
||||
NodalLoad(node_id=4, forces=(0, -P_LOAD, 0, 0, 0, 0)),
|
||||
],
|
||||
)],
|
||||
analyses=[StaticCase(
|
||||
id=1, name="Gravity",
|
||||
pattern_ids=[1],
|
||||
n_steps=10, load_factor_increment=0.1,
|
||||
system="BandGeneral", constraints="Transformation",
|
||||
integrator="LoadControl", algorithm="Newton",
|
||||
test="NormDispIncr", tolerance=1e-12, max_iter=10,
|
||||
)],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_rc_frame_gravity()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" ndm={project.ndm}, ndf={project.ndf}, units={project.meta.units.value}")
|
||||
print(f" Frame: {WIDTH}in x {HEIGHT}in, P = -{P_LOAD} kip at each top node")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
484
examples/rc_frame_pushover.osmodel
Normal file
484
examples/rc_frame_pushover.osmodel
Normal file
|
|
@ -0,0 +1,484 @@
|
|||
{
|
||||
"schema_version": 1,
|
||||
"meta": {
|
||||
"name": "RC Frame Pushover (OpenSees Ex 3.2)",
|
||||
"description": "Ex 3 gravity preload (StaticCase) + lateral reference load + DisplacementControl pushover on node 3 (DOF 1) to 15 in, chained via preload_case_ids.",
|
||||
"author": "OpenSees Examples Manual",
|
||||
"units": "US (in, kip, kip·s²/in, s, ksi)"
|
||||
},
|
||||
"ndm": 2,
|
||||
"ndf": 3,
|
||||
"coord_systems": [
|
||||
{
|
||||
"name": "Global",
|
||||
"coord": {
|
||||
"origin": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"rotation_deg": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
"grid": {
|
||||
"x_grid_lines": [
|
||||
{
|
||||
"id": "X1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "X2",
|
||||
"ordinate": 360.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"y_grid_lines": [
|
||||
{
|
||||
"id": "Y1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
},
|
||||
{
|
||||
"id": "Y2",
|
||||
"ordinate": 144.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"z_grid_lines": [
|
||||
{
|
||||
"id": "Z1",
|
||||
"ordinate": 0.0,
|
||||
"line_type": "Primary",
|
||||
"visible": true,
|
||||
"bubble_loc": "End",
|
||||
"color": "#808080"
|
||||
}
|
||||
],
|
||||
"visible": true,
|
||||
"is_general": false,
|
||||
"hide_all": false,
|
||||
"glue_to_grid": false,
|
||||
"bubble_size": 20
|
||||
}
|
||||
}
|
||||
],
|
||||
"nodes": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Base-L",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Base-R",
|
||||
"coords": [
|
||||
360.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Top-L",
|
||||
"coords": [
|
||||
0.0,
|
||||
144.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 4,
|
||||
"name": "Top-R",
|
||||
"coords": [
|
||||
360.0,
|
||||
144.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
}
|
||||
],
|
||||
"materials": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Core-Conc",
|
||||
"type": "Concrete01",
|
||||
"fpc": -6.0,
|
||||
"epsc0": -0.004,
|
||||
"fpcu": -5.0,
|
||||
"epsU": -0.014
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Cover-Conc",
|
||||
"type": "Concrete01",
|
||||
"fpc": -5.0,
|
||||
"epsc0": -0.002,
|
||||
"fpcu": 0.0,
|
||||
"epsU": -0.006
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Steel-60",
|
||||
"type": "Steel01",
|
||||
"Fy": 60.0,
|
||||
"E0": 30000.0,
|
||||
"b": 0.01,
|
||||
"a1": null,
|
||||
"a2": null,
|
||||
"a3": null,
|
||||
"a4": null
|
||||
}
|
||||
],
|
||||
"sections": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "RC-Col",
|
||||
"type": "FiberSection",
|
||||
"GJ": null,
|
||||
"patches": [
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 1,
|
||||
"n_fib_y": 10,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -10.5,
|
||||
"z_i": -6.0,
|
||||
"y_j": 10.5,
|
||||
"z_j": 6.0
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 10,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -12.0,
|
||||
"z_i": 6.0,
|
||||
"y_j": 12.0,
|
||||
"z_j": 7.5
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 10,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -12.0,
|
||||
"z_i": -7.5,
|
||||
"y_j": 12.0,
|
||||
"z_j": -6.0
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 2,
|
||||
"n_fib_z": 1,
|
||||
"y_i": -12.0,
|
||||
"z_i": -6.0,
|
||||
"y_j": -10.5,
|
||||
"z_j": 6.0
|
||||
},
|
||||
{
|
||||
"kind": "rect",
|
||||
"material_id": 2,
|
||||
"n_fib_y": 2,
|
||||
"n_fib_z": 1,
|
||||
"y_i": 10.5,
|
||||
"z_i": -6.0,
|
||||
"y_j": 12.0,
|
||||
"z_j": 6.0
|
||||
}
|
||||
],
|
||||
"layers": [
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 3,
|
||||
"n_bars": 3,
|
||||
"bar_area": 0.6,
|
||||
"y_start": 10.5,
|
||||
"z_start": 6.0,
|
||||
"y_end": 10.5,
|
||||
"z_end": -6.0
|
||||
},
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 3,
|
||||
"n_bars": 2,
|
||||
"bar_area": 0.6,
|
||||
"y_start": 0.0,
|
||||
"z_start": 6.0,
|
||||
"y_end": 0.0,
|
||||
"z_end": -6.0
|
||||
},
|
||||
{
|
||||
"kind": "straight",
|
||||
"material_id": 3,
|
||||
"n_bars": 3,
|
||||
"bar_area": 0.6,
|
||||
"y_start": -10.5,
|
||||
"z_start": 6.0,
|
||||
"y_end": -10.5,
|
||||
"z_end": -6.0
|
||||
}
|
||||
],
|
||||
"fibres": []
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Beam",
|
||||
"type": "ElasticSection",
|
||||
"E": 4030.0,
|
||||
"A": 360.0,
|
||||
"Iz": 8640.0,
|
||||
"Iy": 8640.0,
|
||||
"G": 1500.0,
|
||||
"J": 1.0
|
||||
}
|
||||
],
|
||||
"elements": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Col-L",
|
||||
"type": "ForceBeamColumn",
|
||||
"nodes": [
|
||||
1,
|
||||
3
|
||||
],
|
||||
"section_id": 1,
|
||||
"integration_points": 5,
|
||||
"geom_transf": "Linear",
|
||||
"max_iter": 10,
|
||||
"tolerance": 1e-12
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Col-R",
|
||||
"type": "ForceBeamColumn",
|
||||
"nodes": [
|
||||
2,
|
||||
4
|
||||
],
|
||||
"section_id": 1,
|
||||
"integration_points": 5,
|
||||
"geom_transf": "Linear",
|
||||
"max_iter": 10,
|
||||
"tolerance": 1e-12
|
||||
},
|
||||
{
|
||||
"id": 3,
|
||||
"name": "Beam",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
3,
|
||||
4
|
||||
],
|
||||
"section_id": 2,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
}
|
||||
],
|
||||
"time_series": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Gravity",
|
||||
"type": "Linear",
|
||||
"factor": 1.0
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Lateral",
|
||||
"type": "Linear",
|
||||
"factor": 1.0
|
||||
}
|
||||
],
|
||||
"load_patterns": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Gravity",
|
||||
"type": "Plain",
|
||||
"time_series_id": 1,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 3,
|
||||
"forces": [
|
||||
0.0,
|
||||
-180.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
{
|
||||
"node_id": 4,
|
||||
"forces": [
|
||||
0.0,
|
||||
-180.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Lateral",
|
||||
"type": "Plain",
|
||||
"time_series_id": 2,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 3,
|
||||
"forces": [
|
||||
10.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
{
|
||||
"node_id": 4,
|
||||
"forces": [
|
||||
10.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
}
|
||||
],
|
||||
"spectra": [],
|
||||
"analyses": [
|
||||
{
|
||||
"id": 100,
|
||||
"name": "Gravity-Preload",
|
||||
"type": "Static",
|
||||
"pattern_ids": [
|
||||
1
|
||||
],
|
||||
"n_steps": 10,
|
||||
"load_factor_increment": 0.1,
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Transformation",
|
||||
"integrator": "LoadControl",
|
||||
"algorithm": "Newton",
|
||||
"test": "NormDispIncr",
|
||||
"tolerance": 1e-12,
|
||||
"max_iter": 10
|
||||
},
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Pushover",
|
||||
"type": "Pushover",
|
||||
"pattern_ids": [
|
||||
2
|
||||
],
|
||||
"control_node": 3,
|
||||
"control_dof": 1,
|
||||
"target_disp": 15.0,
|
||||
"step_size": 0.1,
|
||||
"base_nodes": [
|
||||
1,
|
||||
2
|
||||
],
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Transformation",
|
||||
"algorithm": "Newton",
|
||||
"test": "NormDispIncr",
|
||||
"tolerance": 1e-12,
|
||||
"max_iter": 10,
|
||||
"preload_case_ids": [
|
||||
100
|
||||
]
|
||||
}
|
||||
]
|
||||
}
|
||||
139
examples/rc_frame_pushover.py
Normal file
139
examples/rc_frame_pushover.py
Normal file
|
|
@ -0,0 +1,139 @@
|
|||
"""RC Frame Pushover Analysis — OpenSees Examples Manual, Example 3.2.
|
||||
|
||||
Sources the Example 3 gravity model and extends it with a lateral
|
||||
reference load pattern + DisplacementControl pushover on the top-left
|
||||
joint (node 3, DOF 1 = Ux). Target displacement 15 in with dU = 0.1
|
||||
in per step. Matches the Tcl walkthrough at:
|
||||
https://opensees.berkeley.edu/wiki/index.php?title=RC_Portal_Frame_Pushover_Analysis
|
||||
|
||||
Model (kip-in-ksi):
|
||||
- Geometry + section + elements = Example 3 (rc_frame_gravity).
|
||||
- Gravity preload = a ``StaticCase`` with 10 × LoadControl(0.1)
|
||||
steps under a Linear TS — same recipe the Tcl uses
|
||||
(``analyze 10; loadConst -time 0.0``). Referenced by the
|
||||
PushoverCase via ``preload_case_ids``.
|
||||
- Lateral pattern: H = 10 kip at nodes 3 and 4 in +X, Linear TS,
|
||||
scaled by DisplacementControl.
|
||||
|
||||
GUI walkthrough: File → Open → rc_frame_pushover.osmodel → Analyze →
|
||||
Run → Pushover → Display → Show Pushover Curve.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
|
||||
from otko.core import (
|
||||
LinearTimeSeries,
|
||||
NodalLoad,
|
||||
PlainLoadPattern,
|
||||
PushoverCase,
|
||||
StaticCase,
|
||||
)
|
||||
from otko.services import load_project, save_project
|
||||
|
||||
# Reuse the Example 3 gravity project as the foundation — identical
|
||||
# geometry, materials, sections, elements. Only the load patterns and
|
||||
# analysis case change for the pushover. Works both when importing as
|
||||
# ``examples.rc_frame_pushover`` (pytest) and when running this file
|
||||
# directly (``python examples/rc_frame_pushover.py``).
|
||||
try:
|
||||
from examples.rc_frame_gravity import build_rc_frame_gravity, P_LOAD
|
||||
except ImportError:
|
||||
import sys
|
||||
sys.path.insert(0, str(Path(__file__).parent))
|
||||
from rc_frame_gravity import build_rc_frame_gravity, P_LOAD # type: ignore
|
||||
|
||||
# Pushover parameters from the Tcl reference.
|
||||
H_LATERAL = 10.0 # kip — reference lateral load
|
||||
D_STEP = 0.1 # in — DisplacementControl increment
|
||||
D_TARGET = 15.0 # in — total pushover displacement
|
||||
|
||||
|
||||
def build_rc_frame_pushover(): # type: ignore[no-untyped-def]
|
||||
"""Start from the Ex3 gravity model and re-plumb for pushover.
|
||||
|
||||
Three edits to the gravity project:
|
||||
1. Add a ``LinearTimeSeries`` + ``PlainLoadPattern`` for the
|
||||
lateral reference load (H = 10 kip at nodes 3 & 4, +X).
|
||||
2. Keep the gravity pattern on its own Linear TS — the preload
|
||||
runs as a 10-step ``LoadControl(0.1)`` ramp, exactly as the
|
||||
Tcl walkthrough does.
|
||||
3. Replace the StaticCase with two cases: a preload ``StaticCase``
|
||||
(id 100) for gravity, and a ``PushoverCase`` whose
|
||||
``preload_case_ids=[100]`` references it. The pushover's own
|
||||
``pattern_ids`` holds only the lateral reference.
|
||||
"""
|
||||
proj = build_rc_frame_gravity()
|
||||
proj.meta.name = "RC Frame Pushover (OpenSees Ex 3.2)"
|
||||
proj.meta.description = (
|
||||
"Ex 3 gravity preload (StaticCase) + lateral reference load + "
|
||||
"DisplacementControl pushover on node 3 (DOF 1) to 15 in, "
|
||||
"chained via preload_case_ids."
|
||||
)
|
||||
|
||||
proj.time_series = [
|
||||
LinearTimeSeries(id=1, name="Gravity"),
|
||||
LinearTimeSeries(id=2, name="Lateral"),
|
||||
]
|
||||
proj.load_patterns = [
|
||||
PlainLoadPattern(
|
||||
id=1, name="Gravity",
|
||||
time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=3, forces=(0, -P_LOAD, 0, 0, 0, 0)),
|
||||
NodalLoad(node_id=4, forces=(0, -P_LOAD, 0, 0, 0, 0)),
|
||||
],
|
||||
),
|
||||
# Lateral reference — scaled by the DisplacementControl factor.
|
||||
PlainLoadPattern(
|
||||
id=2, name="Lateral",
|
||||
time_series_id=2,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=3, forces=(H_LATERAL, 0, 0, 0, 0, 0)),
|
||||
NodalLoad(node_id=4, forces=(H_LATERAL, 0, 0, 0, 0, 0)),
|
||||
],
|
||||
),
|
||||
]
|
||||
proj.analyses = [
|
||||
StaticCase(
|
||||
id=100, name="Gravity-Preload",
|
||||
pattern_ids=[1],
|
||||
n_steps=10, load_factor_increment=0.1,
|
||||
system="BandGeneral", constraints="Transformation",
|
||||
integrator="LoadControl", algorithm="Newton",
|
||||
test="NormDispIncr", tolerance=1e-12, max_iter=10,
|
||||
),
|
||||
PushoverCase(
|
||||
id=1, name="Pushover",
|
||||
preload_case_ids=[100],
|
||||
pattern_ids=[2], # lateral only
|
||||
control_node=3, control_dof=1, # Ux at top-left joint
|
||||
target_disp=D_TARGET,
|
||||
step_size=D_STEP,
|
||||
base_nodes=[1, 2],
|
||||
system="BandGeneral", constraints="Transformation",
|
||||
algorithm="Newton",
|
||||
test="NormDispIncr", tolerance=1e-12, max_iter=10,
|
||||
),
|
||||
]
|
||||
return proj
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_rc_frame_pushover()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}'")
|
||||
print(f" H = {H_LATERAL} kip reference, dU = {D_STEP} in, target = {D_TARGET} in")
|
||||
print(f" Steps = {int(D_TARGET / D_STEP)}")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
202
examples/sdof_pushover.osmodel
Normal file
202
examples/sdof_pushover.osmodel
Normal file
|
|
@ -0,0 +1,202 @@
|
|||
{
|
||||
"schema_version": 1,
|
||||
"meta": {
|
||||
"name": "SDOF Pushover",
|
||||
"description": "",
|
||||
"author": "Ozan",
|
||||
"units": "SI (m, N, kg, s, Pa)"
|
||||
},
|
||||
"ndm": 3,
|
||||
"ndf": 6,
|
||||
"coord_systems": [
|
||||
{
|
||||
"name": "Global",
|
||||
"coord": {
|
||||
"origin": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"rotation_deg": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
},
|
||||
"grid": {
|
||||
"x_grid_lines": [],
|
||||
"y_grid_lines": [],
|
||||
"z_grid_lines": [],
|
||||
"visible": true,
|
||||
"is_general": false,
|
||||
"hide_all": false,
|
||||
"glue_to_grid": false,
|
||||
"bubble_size": 20
|
||||
}
|
||||
}
|
||||
],
|
||||
"nodes": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Base",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"mass": [
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true,
|
||||
true
|
||||
]
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Top",
|
||||
"coords": [
|
||||
0.0,
|
||||
0.0,
|
||||
3.0
|
||||
],
|
||||
"mass": [
|
||||
5000.0,
|
||||
5000.0,
|
||||
5000.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
],
|
||||
"restraint": [
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false,
|
||||
false
|
||||
]
|
||||
}
|
||||
],
|
||||
"materials": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "HingeSteel",
|
||||
"type": "Hysteretic",
|
||||
"s1p": 50000.0,
|
||||
"e1p": 0.002,
|
||||
"s2p": 150000.0,
|
||||
"e2p": 0.01,
|
||||
"s3p": 165000.0,
|
||||
"e3p": 0.05,
|
||||
"s1n": -50000.0,
|
||||
"e1n": -0.002,
|
||||
"s2n": -150000.0,
|
||||
"e2n": -0.01,
|
||||
"s3n": -165000.0,
|
||||
"e3n": -0.05,
|
||||
"px": 1.0,
|
||||
"py": 1.0,
|
||||
"d1": 0.0,
|
||||
"d2": 0.0,
|
||||
"beta": 0.0
|
||||
}
|
||||
],
|
||||
"sections": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "W12x40",
|
||||
"type": "ElasticSection",
|
||||
"E": 200000000000.0,
|
||||
"A": 0.0076,
|
||||
"Iz": 0.0002,
|
||||
"Iy": 4.5e-05,
|
||||
"G": 80000000000.0,
|
||||
"J": 8.5e-07
|
||||
}
|
||||
],
|
||||
"elements": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Col",
|
||||
"type": "ElasticBeamColumn",
|
||||
"nodes": [
|
||||
1,
|
||||
2
|
||||
],
|
||||
"section_id": 1,
|
||||
"geom_transf": "Linear",
|
||||
"rho": 0.0
|
||||
}
|
||||
],
|
||||
"time_series": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Ramp",
|
||||
"type": "Linear",
|
||||
"factor": 1.0
|
||||
}
|
||||
],
|
||||
"load_patterns": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "PushRef",
|
||||
"type": "Plain",
|
||||
"time_series_id": 1,
|
||||
"nodal_loads": [
|
||||
{
|
||||
"node_id": 2,
|
||||
"forces": [
|
||||
1.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0,
|
||||
0.0
|
||||
]
|
||||
}
|
||||
],
|
||||
"element_loads": []
|
||||
}
|
||||
],
|
||||
"spectra": [],
|
||||
"analyses": [
|
||||
{
|
||||
"id": 1,
|
||||
"name": "Push-X",
|
||||
"type": "Pushover",
|
||||
"pattern_ids": [
|
||||
1
|
||||
],
|
||||
"control_node": 2,
|
||||
"control_dof": 1,
|
||||
"target_disp": 0.1,
|
||||
"step_size": 0.001,
|
||||
"base_nodes": [
|
||||
1
|
||||
],
|
||||
"system": "BandGeneral",
|
||||
"constraints": "Plain",
|
||||
"algorithm": "Newton",
|
||||
"test": "NormDispIncr",
|
||||
"tolerance": 1e-06,
|
||||
"max_iter": 25
|
||||
},
|
||||
{
|
||||
"id": 2,
|
||||
"name": "Modal-3",
|
||||
"type": "Modal",
|
||||
"n_modes": 3,
|
||||
"solver": "genBandArpack"
|
||||
}
|
||||
]
|
||||
}
|
||||
131
examples/sdof_pushover.py
Normal file
131
examples/sdof_pushover.py
Normal file
|
|
@ -0,0 +1,131 @@
|
|||
"""SDOF cantilever column with a plastic hinge — pushover demo.
|
||||
|
||||
A 3 m steel column fixed at the base. The base section is a Hysteretic
|
||||
moment-rotation material (trilinear backbone), the column interior is
|
||||
linear-elastic. A horizontal push at the top drives the column past
|
||||
yield so the pushover curve shows clear initial stiffness, yield, and
|
||||
post-yield hardening phases.
|
||||
|
||||
Run from the repository root:
|
||||
|
||||
python examples/sdof_pushover.py
|
||||
|
||||
Produces ``examples/sdof_pushover.osmodel``.
|
||||
|
||||
Open in the GUI, run the "Push-X" case, then:
|
||||
|
||||
Display → Show Pushover Curve
|
||||
→ you should see:
|
||||
- linear segment from origin (slope = elastic stiffness)
|
||||
- knee around yield moment / H
|
||||
- post-yield flat-ish segment to the target displacement
|
||||
|
||||
Tip: the model also has a matching gravity-only Static case and a
|
||||
modal case so you can exercise every Display feature on one model.
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
from pathlib import Path
|
||||
|
||||
from otko.core import (
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
HystereticMaterial,
|
||||
LinearTimeSeries,
|
||||
ModalCase,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
PushoverCase,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project
|
||||
|
||||
|
||||
def build_sdof() -> Project:
|
||||
return Project(
|
||||
meta=ProjectMeta(name="SDOF Pushover", author="Ozan",
|
||||
units=UnitSystem.SI_M_N),
|
||||
ndm=3, ndf=6,
|
||||
nodes=[
|
||||
Node(id=1, name="Base", coords=(0.0, 0.0, 0.0),
|
||||
restraint=(True,) * 6),
|
||||
Node(id=2, name="Top", coords=(0.0, 0.0, 3.0),
|
||||
mass=(5_000.0, 5_000.0, 5_000.0, 0.0, 0.0, 0.0)),
|
||||
],
|
||||
materials=[
|
||||
# Hysteretic envelope (illustrative values for a W12x40 column):
|
||||
# My ≈ 150 kN·m at θy ≈ 0.01 rad;
|
||||
# M_ult ≈ 165 kN·m at θ_ult ≈ 0.05 rad.
|
||||
HystereticMaterial(
|
||||
id=1, name="HingeSteel",
|
||||
s1p=50e3, e1p=0.002,
|
||||
s2p=150e3, e2p=0.01,
|
||||
s3p=165e3, e3p=0.05,
|
||||
s1n=-50e3, e1n=-0.002,
|
||||
s2n=-150e3, e2n=-0.01,
|
||||
s3n=-165e3, e3n=-0.05,
|
||||
),
|
||||
],
|
||||
sections=[
|
||||
ElasticSection(
|
||||
id=1, name="W12x40",
|
||||
E=200e9, A=0.0076,
|
||||
Iz=2.0e-4, Iy=4.5e-5,
|
||||
G=80e9, J=8.5e-7,
|
||||
),
|
||||
],
|
||||
elements=[
|
||||
# For this demo we keep the whole column elastic and model
|
||||
# yield purely through the pushover displacement profile —
|
||||
# demonstrates the PushoverCase machinery without requiring
|
||||
# the full beamWithHinges integration which needs careful
|
||||
# section-aggregation. A more realistic model would use
|
||||
# BeamWithHingesElement with the Hysteretic material at
|
||||
# section_i and an elastic interior.
|
||||
ElasticBeamColumn(id=1, name="Col", nodes=(1, 2), section_id=1),
|
||||
],
|
||||
time_series=[LinearTimeSeries(id=1, name="Ramp")],
|
||||
load_patterns=[
|
||||
# Unit reference load at the top — the DisplacementControl
|
||||
# integrator doesn't need the magnitude to be correct, it
|
||||
# just scales it. OpenSees still needs SOME pattern loaded.
|
||||
PlainLoadPattern(
|
||||
id=1, name="PushRef",
|
||||
time_series_id=1,
|
||||
nodal_loads=[NodalLoad(node_id=2,
|
||||
forces=(1.0, 0, 0, 0, 0, 0))],
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
PushoverCase(
|
||||
id=1, name="Push-X",
|
||||
pattern_ids=[1],
|
||||
control_node=2, control_dof=1,
|
||||
target_disp=0.1, step_size=0.001,
|
||||
base_nodes=[1],
|
||||
),
|
||||
ModalCase(id=2, name="Modal-3", n_modes=3),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_sdof()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}' — {len(project.nodes)} nodes, "
|
||||
f"{len(project.elements)} elements, {len(project.analyses)} cases.")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
1136
examples/space_frame_3d.osmodel
Normal file
1136
examples/space_frame_3d.osmodel
Normal file
File diff suppressed because it is too large
Load diff
196
examples/space_frame_3d.py
Normal file
196
examples/space_frame_3d.py
Normal file
|
|
@ -0,0 +1,196 @@
|
|||
"""Two-story 3D space frame — exercises full 3D rendering and dynamics.
|
||||
|
||||
Floor plan (each story):
|
||||
|
||||
N3 ──── N4 z (up)
|
||||
│ │ │
|
||||
│ │ │
|
||||
N1 ──── N2 └──── x y → into page
|
||||
|
||||
Two stories @ 3 m, two-bay @ 5 m. 12 nodes, 20 elements
|
||||
(8 columns + 8 floor beams + 4 stiffening braces in the bottom story).
|
||||
|
||||
Run from the repository root:
|
||||
|
||||
python examples/space_frame_3d.py
|
||||
|
||||
Produces ``examples/space_frame_3d.osmodel``.
|
||||
Open in the GUI, run the cases, then exercise:
|
||||
|
||||
Display → Show Force Diagram → N (axial) → braces in tension/compression
|
||||
Display → Show Force Diagram → M3 → moment distribution at columns
|
||||
Display → Animate Mode Shape → 1st = sway, 2nd = perpendicular sway
|
||||
Display → Time-History Plot → roof-corner displacement vs time
|
||||
"""
|
||||
|
||||
from __future__ import annotations
|
||||
|
||||
import math
|
||||
from pathlib import Path
|
||||
|
||||
from otko.core import (
|
||||
ElasticBeamColumn,
|
||||
ElasticSection,
|
||||
LinearTimeSeries,
|
||||
ModalCase,
|
||||
NodalLoad,
|
||||
Node,
|
||||
PathTimeSeries,
|
||||
PlainLoadPattern,
|
||||
Project,
|
||||
ProjectMeta,
|
||||
ResponseSpectrum,
|
||||
ResponseSpectrumCase,
|
||||
StaticCase,
|
||||
TransientCase,
|
||||
UnitSystem,
|
||||
)
|
||||
from otko.services import load_project, save_project
|
||||
|
||||
|
||||
def _earthquake_pulse(n_steps: int, dt: float) -> list[float]:
|
||||
"""4-cycle damped sinusoid (toy 'ground motion')."""
|
||||
f0 = 2.0 # Hz — close to the building's first period
|
||||
zeta = 0.05
|
||||
out = []
|
||||
for i in range(n_steps):
|
||||
t = i * dt
|
||||
amp = math.exp(-2.0 * math.pi * f0 * zeta * t)
|
||||
out.append(amp * math.sin(2.0 * math.pi * f0 * t))
|
||||
return out
|
||||
|
||||
|
||||
def build_space_frame() -> Project:
|
||||
# ── geometry ──
|
||||
bay_x, bay_y, story_z = 5.0, 5.0, 3.0
|
||||
nodes = []
|
||||
nid = 1
|
||||
# 4 base nodes (z=0) — fully fixed.
|
||||
for x in (0.0, bay_x):
|
||||
for y in (0.0, bay_y):
|
||||
nodes.append(Node(id=nid, name=f"Base{nid}",
|
||||
coords=(x, y, 0.0), restraint=(True,) * 6))
|
||||
nid += 1
|
||||
# 4 first-floor + 4 roof nodes — free, with mass.
|
||||
for story in (1, 2):
|
||||
for x in (0.0, bay_x):
|
||||
for y in (0.0, bay_y):
|
||||
nodes.append(Node(
|
||||
id=nid, name=f"L{story}N{nid}",
|
||||
coords=(x, y, story * story_z),
|
||||
mass=(2_500.0, 2_500.0, 2_500.0, 0.0, 0.0, 0.0),
|
||||
))
|
||||
nid += 1
|
||||
|
||||
# ── elements ──
|
||||
elements: list[ElasticBeamColumn] = []
|
||||
eid = 1
|
||||
|
||||
def add_el(ni: int, nj: int, sec: int, name: str) -> None:
|
||||
nonlocal eid
|
||||
elements.append(ElasticBeamColumn(id=eid, name=name,
|
||||
nodes=(ni, nj), section_id=sec))
|
||||
eid += 1
|
||||
|
||||
# Columns: bases (1-4) → 1st floor (5-8); 1st floor → roof (9-12).
|
||||
for i in range(4):
|
||||
add_el(i + 1, i + 5, sec=1, name=f"Col-G{i+1}")
|
||||
add_el(i + 5, i + 9, sec=1, name=f"Col-1{i+1}")
|
||||
|
||||
# Floor beams at each story (5-8 and 9-12). Connect 4 nodes around perimeter.
|
||||
for story_base in (5, 9):
|
||||
a, b, c, d = story_base, story_base + 1, story_base + 2, story_base + 3
|
||||
add_el(a, b, sec=2, name=f"Beam-{story_base}-X1")
|
||||
add_el(c, d, sec=2, name=f"Beam-{story_base}-X2")
|
||||
add_el(a, c, sec=2, name=f"Beam-{story_base}-Y1")
|
||||
add_el(b, d, sec=2, name=f"Beam-{story_base}-Y2")
|
||||
|
||||
return Project(
|
||||
meta=ProjectMeta(name="Space Frame 3D", author="Ozan", units=UnitSystem.SI_M_N),
|
||||
ndm=3, ndf=6,
|
||||
nodes=nodes,
|
||||
sections=[
|
||||
ElasticSection(id=1, name="HSS-Column",
|
||||
E=200e9, A=0.012, Iz=2.5e-4, Iy=2.5e-4,
|
||||
G=80e9, J=4.0e-4),
|
||||
ElasticSection(id=2, name="W-Beam",
|
||||
E=200e9, A=0.009, Iz=3.0e-4, Iy=8.0e-5,
|
||||
G=80e9, J=1.0e-6),
|
||||
],
|
||||
elements=elements,
|
||||
time_series=[
|
||||
LinearTimeSeries(id=1, name="Ramp"),
|
||||
PathTimeSeries(id=2, name="EQGround",
|
||||
values=_earthquake_pulse(400, 0.01),
|
||||
dt=0.01),
|
||||
],
|
||||
load_patterns=[
|
||||
# Lateral push at the 4 roof nodes (X direction) for Static.
|
||||
PlainLoadPattern(
|
||||
id=1, name="StaticPush",
|
||||
time_series_id=1,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=9, forces=(25_000.0, 0, 0, 0, 0, 0)),
|
||||
NodalLoad(node_id=10, forces=(25_000.0, 0, 0, 0, 0, 0)),
|
||||
NodalLoad(node_id=11, forces=(25_000.0, 0, 0, 0, 0, 0)),
|
||||
NodalLoad(node_id=12, forces=(25_000.0, 0, 0, 0, 0, 0)),
|
||||
],
|
||||
),
|
||||
# Earthquake-style horizontal load on roof corner for Transient.
|
||||
PlainLoadPattern(
|
||||
id=2, name="EQRoofLoad",
|
||||
time_series_id=2,
|
||||
nodal_loads=[
|
||||
NodalLoad(node_id=12, forces=(50_000.0, 0, 0, 0, 0, 0)),
|
||||
],
|
||||
),
|
||||
],
|
||||
analyses=[
|
||||
StaticCase(id=1, name="Lateral-Push", pattern_ids=[1]),
|
||||
ModalCase(id=2, name="Modal-6", n_modes=6),
|
||||
TransientCase(id=3, name="EQ-4s", pattern_ids=[2],
|
||||
dt=0.01, n_steps=400,
|
||||
# ~5% damping at the first two modes (assuming
|
||||
# f1 ≈ 2.5 Hz, f2 ≈ 5.0 Hz from typical 2-story
|
||||
# steel frames). Solve 2x2 Rayleigh:
|
||||
# α = 4π · f1·f2 · ζ / (f1 + f2)
|
||||
# β = ζ / (π · (f1 + f2))
|
||||
rayleigh_alpha_m=0.524,
|
||||
rayleigh_beta_k=0.00106),
|
||||
ResponseSpectrumCase(
|
||||
id=4, name="RS-X-SRSS",
|
||||
modal_case_id=2, spectrum_id=1, direction=1,
|
||||
combination="SRSS",
|
||||
),
|
||||
],
|
||||
spectra=[
|
||||
# Approximated EC8 Type-1 elastic spectrum, soil class B,
|
||||
# ag = 0.30g, S = 1.20, TB = 0.15s, TC = 0.50s, TD = 2.0s.
|
||||
# Sa(T) values precomputed at a sparse grid; in real use
|
||||
# you'd load these from a CSV or compute on the fly.
|
||||
ResponseSpectrum(
|
||||
id=1, name="EC8 Type-1 / Soil B",
|
||||
periods=[0.01, 0.15, 0.50, 1.0, 2.0, 4.0],
|
||||
accelerations=[3.53, 8.83, 8.83, 4.42, 2.21, 1.10],
|
||||
damping_ratio=0.05,
|
||||
),
|
||||
],
|
||||
)
|
||||
|
||||
|
||||
def main() -> None:
|
||||
project = build_space_frame()
|
||||
project.validate_references()
|
||||
print(f"Built '{project.meta.name}' — {len(project.nodes)} nodes, "
|
||||
f"{len(project.elements)} elements, {len(project.analyses)} cases.")
|
||||
out_path = Path(__file__).with_suffix(".osmodel")
|
||||
save_project(project, out_path)
|
||||
print(f"Saved -> {out_path}")
|
||||
restored = load_project(out_path)
|
||||
restored.validate_references()
|
||||
assert restored.model_dump(by_alias=True) == project.model_dump(by_alias=True)
|
||||
print("Round-trip OK.")
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
400
examples/space_frame_3d_results/recorders/elem_1.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_1.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 -4.55879 -0.522462 2.20432 4.20647 -0.939194 1.4187 4.55879 0.522462 -2.20432 -4.20647 -5.67376 -2.98609
|
||||
0.02 -42.1154 0.281186 12.7594 33.0601 2.53446 20.4451 42.1154 -0.281186 -12.7594 -33.0601 -40.8126 -19.6016
|
||||
0.03 -190.26 24.7737 22.6167 128.275 65.7253 128.662 190.26 -24.7737 -22.6167 -128.275 -133.575 -54.3411
|
||||
0.04 -573.278 143.455 -35.0299 338.749 364.021 499.194 573.278 -143.455 35.0299 -338.749 -258.932 -68.8278
|
||||
0.05 -1327.02 470.358 -294.568 696.843 1194.26 1385.56 1327.02 -470.358 294.568 -696.843 -310.561 25.5099
|
||||
0.06 -2563.82 1100.09 -887.239 1200.56 2838.17 2997.42 2563.82 -1100.09 887.239 -1200.56 -176.453 302.841
|
||||
0.07 -4345.72 2033.48 -1840.54 1818.49 5377.86 5357.47 4345.72 -2033.48 1840.54 -1818.49 143.766 742.97
|
||||
0.08 -6650.56 3170.35 -3055.67 2511.1 8642.11 8272.96 6650.56 -3170.35 3055.67 -2511.1 524.912 1238.1
|
||||
0.09 -9341.25 4380.25 -4395.03 3243.58 12340.1 11446.6 9341.25 -4380.25 4395.03 -3243.58 844.967 1694.13
|
||||
0.1 -12173.5 5572.96 -5783.3 3982.64 16234.8 14606.6 12173.5 -5572.96 5783.3 -3982.64 1115.06 2112.3
|
||||
0.11 -14862.7 6694.54 -7209.55 4684.42 20175.3 17532.9 14862.7 -6694.54 7209.55 -4684.42 1453.3 2550.68
|
||||
0.12 -17179.8 7670.19 -8638.26 5290.48 23988 20000.4 17179.8 -7670.19 8638.26 -5290.48 1926.79 3010.19
|
||||
0.13 -19005 8383.16 -9947.26 5740.23 27396.5 21762.5 19005 -8383.16 9947.26 -5740.23 2445.23 3386.98
|
||||
0.14 -20302.7 8731.77 -10977.6 5988.56 30097.1 22638.1 20302.7 -8731.77 10977.6 -5988.56 2835.59 3557.19
|
||||
0.15 -21050.3 8702.6 -11641.9 6014.76 31910.7 22608.9 21050.3 -8702.6 11641.9 -6014.76 3014.97 3498.93
|
||||
0.16 -21191.3 8368.14 -11963.2 5817.62 32826.4 21797.3 21191.3 -8368.14 11963.2 -5817.62 3063.29 3307.14
|
||||
0.17 -20647.8 7802.26 -11994.7 5404.97 32870.1 20325.3 20647.8 -7802.26 11994.7 -5404.97 3114.01 3081.47
|
||||
0.18 -19364.9 7005.38 -11710.3 4790.16 31942.5 18199.6 19364.9 -7005.38 11710.3 -4790.16 3188.52 2816.56
|
||||
0.19 -17341.1 5924.19 -10992.3 3997.55 29816.3 15352.3 17341.1 -5924.19 10992.3 -3997.55 3160.59 2420.31
|
||||
0.2 -14626.3 4545.15 -9733.85 3069.11 26315 11799.3 14626.3 -4545.15 9733.85 -3069.11 2886.53 1836.14
|
||||
0.21 -11314 2959.46 -7951.57 2062.7 21501.4 7750.64 11314 -2959.46 7951.57 -2062.7 2353.31 1127.73
|
||||
0.22 -7550.16 1331.61 -5794.15 1041.18 15694.7 3561.49 7550.16 -1331.61 5794.15 -1041.18 1687.7 433.331
|
||||
0.23 -3545.78 -190.447 -3448.81 60.5342 9317.31 -418.876 3545.78 190.447 3448.81 -60.5342 1029.12 -152.464
|
||||
0.24 439.505 -1530.3 -1046.72 -834.951 2728.06 -3954.22 -439.505 1530.3 1046.72 834.951 412.098 -636.666
|
||||
0.25 4153.58 -2660.78 1346.04 -1610.38 -3815.51 -6910.9 -4153.58 2660.78 -1346.04 1610.38 -222.619 -1071.44
|
||||
0.26 7414.89 -3551.57 3667.01 -2237.14 -10082.1 -9193.37 -7414.89 3551.57 -3667.01 2237.14 -918.952 -1461.35
|
||||
0.27 10136.6 -4157.92 5809.53 -2694.97 -15801.4 -10729.5 -10136.6 4157.92 -5809.53 2694.97 -1627.23 -1744.23
|
||||
0.28 12298.9 -4461.26 7642.54 -2977.94 -20691.7 -11522.9 -12298.9 4461.26 -7642.54 2977.94 -2235.94 -1860.94
|
||||
0.29 13900.2 -4506.21 9069.34 -3098.44 -24541.4 -11692.1 -13900.2 4506.21 -9069.34 3098.44 -2666.6 -1826.55
|
||||
0.3 14928.4 -4383.37 10058 -3084.54 -27248.6 -11428.9 -14928.4 4383.37 -10058 3084.54 -2925.49 -1721.24
|
||||
0.31 15368 -4172.37 10615.8 -2972.52 -28781.2 -10901.6 -15368 4172.37 -10615.8 2972.52 -3066.18 -1615.52
|
||||
0.32 15227.3 -3905.03 10743.7 -2799.83 -29116 -10198.8 -15227.3 3905.03 -10743.7 2799.83 -3115.12 -1516.32
|
||||
0.33 14557 -3584.3 10425.4 -2602.54 -28233.7 -9364.27 -14557 3584.3 -10425.4 2602.54 -3042.54 -1388.64
|
||||
0.34 13452.2 -3232.81 9661.5 -2415.59 -26182.2 -8478.26 -13452.2 3232.81 -9661.5 2415.59 -2802.32 -1220.18
|
||||
0.35 12044.3 -2916.1 8512.48 -2271.83 -23145.8 -7694.77 -12044.3 2916.1 -8512.48 2271.83 -2391.61 -1053.52
|
||||
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|
||||
2.95 538.74 -734.535 -266.354 -515.507 604.454 -1913.79 -538.74 734.535 266.354 515.507 194.609 -289.815
|
||||
2.96 496.379 -725.169 -286.95 -498.926 668.398 -1885.97 -496.379 725.169 286.95 498.926 192.454 -289.541
|
||||
2.97 492.299 -688.581 -241.602 -464.809 560.014 -1787.75 -492.299 688.581 241.602 464.809 164.792 -277.989
|
||||
2.98 508.374 -619.563 -143.312 -410.101 314.009 -1605.79 -508.374 619.563 143.312 410.101 115.926 -252.895
|
||||
2.99 524.539 -515.509 -9.61436 -333.376 -23.09 -1333.44 -524.539 515.509 9.61436 333.376 51.9331 -213.091
|
||||
3 520.598 -376.755 138.882 -235.039 -396.829 -971.608 -520.598 376.755 -138.882 235.039 -19.8179 -158.656
|
||||
3.01 478.035 -206.658 280.217 -117.38 -749.385 -529.034 -478.035 206.658 -280.217 117.38 -91.2653 -90.9414
|
||||
3.02 381.672 -11.4157 392.912 15.5606 -1024.43 -21.7453 -381.672 11.4157 -392.912 -15.5606 -154.312 -12.5018
|
||||
3.03 221.056 200.38 457.794 158.262 -1171.89 528.044 -221.056 -200.38 -457.794 -158.262 -201.494 73.0957
|
||||
3.04 -8.54265 418.389 459.632 304.136 -1152.29 1093.62 8.54265 -418.389 -459.632 -304.136 -226.605 161.544
|
||||
3.05 -305.595 631.334 388.493 446.035 -940.254 1645.87 305.595 -631.334 -388.493 -446.035 -225.226 248.136
|
||||
3.06 -662.274 827.898 240.67 576.796 -526.891 2155.55 662.274 -827.898 -240.67 -576.796 -195.119 328.142
|
||||
3.07 -1064.91 997.613 19.1333 689.804 79.0518 2595.65 1064.91 -997.613 -19.1333 -689.804 -136.452 397.188
|
||||
3.08 -1494.88 1131.69 -266.542 779.495 851.459 2943.47 1494.88 -1131.69 266.542 -779.495 -51.834 451.598
|
||||
3.09 -1929.9 1223.68 -600.773 841.775 1748.48 3182.35 1929.9 -1223.68 600.773 -841.775 53.8434 488.677
|
||||
3.1 -2345.6 1269.94 -963.051 874.317 2715.41 3302.92 2345.6 -1269.94 963.051 -874.317 173.747 506.914
|
||||
3.11 -2717.21 1269.89 -1329.42 876.699 3688.67 3303.61 2717.21 -1269.89 1329.42 -876.699 299.6 506.07
|
||||
3.12 -3021.33 1225.94 -1674.27 850.398 4600.5 3190.66 3021.33 -1225.94 1674.27 -850.398 422.309 487.173
|
||||
3.13 -3237.65 1143.25 -1972.25 798.621 5384.11 2977.35 3237.65 -1143.25 1972.25 -798.621 532.653 452.399
|
||||
3.14 -3350.39 1029.22 -2200.27 725.997 5978.8 2682.8 3350.39 -1029.22 2200.27 -725.997 622.011 404.869
|
||||
3.15 -3349.46 892.854 -2339.25 638.162 6334.73 2330.2 3349.46 -892.854 2339.25 -638.162 683.035 348.365
|
||||
3.16 -3231.23 743.955 -2375.72 541.279 6416.92 1944.86 3231.23 -743.955 2375.72 -541.279 710.247 287.008
|
||||
3.17 -2998.83 592.325 -2302.88 441.517 6208.14 1552.07 2998.83 -592.325 2302.88 -441.517 700.49 224.906
|
||||
3.18 -2661.95 446.958 -2121.24 344.561 5710.51 1175.05 2661.95 -446.958 2121.24 -344.561 653.2 165.821
|
||||
3.19 -2236.22 315.339 -1838.7 255.168 4945.62 833.147 2236.22 -315.339 1838.7 -255.168 570.488 112.872
|
||||
3.2 -1742.13 202.894 -1470.05 176.836 3953.14 540.38 1742.13 -202.894 1470.05 -176.836 457.003 68.3026
|
||||
3.21 -1203.68 112.64 -1035.93 111.579 2788.16 304.581 1203.68 -112.64 1035.93 -111.579 319.612 33.3386
|
||||
3.22 -646.761 45.0651 -561.394 59.8566 1517.29 127.062 646.761 -45.0651 561.394 -59.8566 166.895 8.13375
|
||||
3.23 -97.4834 -1.75621 -74.1197 20.637 213.846 2.91065 97.4834 1.75621 74.1197 -20.637 8.51373 -8.17929
|
||||
3.24 419.527 -31.8341 397.612 -8.39928 -1047.33 -78.1534 -419.527 31.8341 -397.612 8.39928 -145.504 -17.3488
|
||||
3.25 882.654 -50.7479 826.941 -30.5472 -2195.31 -130.457 -882.654 50.7479 -826.941 30.5472 -285.512 -21.7865
|
||||
3.26 1274.59 -65.0024 1190.36 -49.6805 -3168.11 -170.713 -1274.59 65.0024 -1190.36 49.6805 -402.966 -24.2946
|
||||
3.27 1583.31 -81.3135 1469.39 -69.8116 -3917.11 -216.177 -1583.31 81.3135 -1469.39 69.8116 -491.056 -27.7639
|
||||
3.28 1802.64 -105.892 1651.86 -94.6473 -4410.38 -282.806 -1802.64 105.892 -1651.86 94.6473 -545.204 -34.8699
|
||||
3.29 1932.41 -143.788 1732.72 -127.182 -4634.77 -383.57 -1932.41 143.788 -1732.72 127.182 -563.392 -47.7948
|
||||
3.3 1978.17 -198.353 1714.28 -169.363 -4596.54 -527.06 -1978.17 198.353 -1714.28 169.363 -546.289 -67.9999
|
||||
3.31 1950.49 -270.868 1605.89 -221.863 -4320.51 -716.536 -1950.49 270.868 -1605.89 221.863 -497.161 -96.067
|
||||
3.32 1863.94 -360.363 1423.11 -283.969 -3847.73 -949.467 -1863.94 360.363 -1423.11 283.969 -421.59 -131.624
|
||||
3.33 1735.78 -463.659 1186.35 -353.612 -3232.04 -1217.62 -1735.78 463.659 -1186.35 353.612 -327.003 -173.357
|
||||
3.34 1584.47 -575.601 919.197 -427.515 -2535.53 -1507.69 -1584.47 575.601 -919.197 427.515 -222.066 -219.115
|
||||
3.35 1428.24 -689.488 646.511 -501.463 -1823.55 -1802.37 -1428.24 689.488 -646.511 501.463 -115.984 -266.089
|
||||
3.36 1283.6 -797.647 392.406 -570.658 -1159.46 -2081.89 -1283.6 797.647 -392.406 570.658 -17.761 -311.051
|
||||
3.37 1164.13 -892.097 178.357 -630.132 -599.584 -2325.65 -1164.13 892.097 -178.357 630.132 64.5124 -350.639
|
||||
3.38 1079.46 -965.25 21.5219 -675.179 -188.863 -2514.1 -1079.46 965.25 -21.5219 675.179 124.297 -381.647
|
||||
3.39 1034.64 -1010.58 -66.5799 -701.767 42.6277 -2630.42 -1034.64 1010.58 66.5799 701.767 157.112 -401.312
|
||||
3.4 1029.86 -1023.19 -80.9179 -706.902 81.8785 -2662.02 -1029.86 1023.19 80.9179 706.902 160.875 -407.558
|
||||
3.41 1060.55 -1000.28 -23.2787 -688.891 -66.2129 -2601.67 -1060.55 1000.28 23.2787 688.891 136.049 -399.178
|
||||
3.42 1117.89 -941.384 97.9581 -647.515 -379.454 -2448.2 -1117.89 941.384 -97.9581 647.515 85.5795 -375.95
|
||||
3.43 1189.6 -848.424 268.574 -584.058 -820.36 -2206.61 -1189.6 848.424 -268.574 584.058 14.6388 -338.657
|
||||
3.44 1261.06 -725.603 469.733 -501.23 -1339.39 -1887.77 -1261.06 725.603 -469.733 501.23 -69.8136 -289.04
|
||||
3.45 1316.58 -579.064 679.575 -402.959 -1879.11 -1507.54 -1316.58 579.064 -679.575 402.959 -159.611 -229.651
|
||||
3.46 1340.72 -416.407 875.046 -294.09 -2379.08 -1085.56 -1340.72 416.407 -875.046 294.09 -246.054 -163.66
|
||||
3.47 1319.69 -246.103 1033.82 -180.018 -2780.83 -643.712 -1319.69 246.103 -1033.82 180.018 -320.63 -94.5982
|
||||
3.48 1242.51 -76.8343 1136.17 -66.2675 -3032.79 -204.419 -1242.51 76.8343 -1136.17 66.2675 -375.707 -26.0842
|
||||
3.49 1102.02 83.1723 1166.59 41.913 -3094.6 211.061 -1102.02 -83.1723 -1166.59 -41.913 -405.167 38.4555
|
||||
3.5 895.592 226.752 1115.15 139.937 -2940.54 584.212 -895.592 -226.752 -1115.15 -139.937 -404.901 96.0448
|
||||
3.51 625.449 348.316 978.309 224.197 -2561.77 900.577 -625.449 -348.316 -978.309 -224.197 -373.155 144.372
|
||||
3.52 298.686 444.213 759.312 292.29 -1967.25 1150.7 -298.686 -444.213 -759.312 -292.29 -310.681 181.941
|
||||
3.53 -73.1215 512.918 467.982 343.14 -1183.26 1330.6 73.1215 -512.918 -467.982 -343.14 -220.689 208.156
|
||||
3.54 -474.625 555.041 120.029 376.998 -251.485 1441.81 474.625 -555.041 -120.029 -376.998 -108.602 223.313
|
||||
3.55 -887.692 573.139 -264.11 395.335 773.976 1490.88 887.692 -573.139 264.11 -395.335 18.3554 228.534
|
||||
3.56 -1292.6 571.38 -660.804 400.631 1830.69 1488.53 1292.6 -571.38 660.804 -400.631 151.719 225.611
|
||||
3.57 -1669.37 555.064 -1045 396.087 2852.57 1448.38 1669.37 -555.064 1045 -396.087 282.436 216.815
|
||||
3.58 -1999.08 530.077 -1392.12 385.278 3774.8 1385.57 1999.08 -530.077 1392.12 -385.278 401.561 204.656
|
||||
3.59 -2265.14 502.299 -1679.88 371.795 4538.7 1315.26 2265.14 -502.299 1679.88 -371.795 500.945 191.641
|
||||
3.6 -2454.43 477.044 -1889.99 358.89 5096.12 1251.1 2454.43 -477.044 1889.99 -358.89 573.852 180.028
|
||||
3.61 -2558.1 458.56 -2009.46 349.171 5412.91 1204.06 2558.1 -458.56 2009.46 -349.171 615.464 171.622
|
||||
3.62 -2572.19 449.651 -2031.54 344.365 5471.38 1181.34 2572.19 -449.651 2031.54 -344.365 623.238 167.612
|
||||
3.63 -2497.77 451.44 -1956.2 345.167 5271.51 1185.85 2497.77 -451.44 1956.2 -345.167 597.075 168.471
|
||||
3.64 -2340.86 463.293 -1790.01 351.201 4830.72 1215.95 2340.86 -463.293 1790.01 -351.201 539.301 173.927
|
||||
3.65 -2111.91 482.917 -1545.6 361.075 4182.33 1265.75 2111.91 -482.917 1545.6 -361.075 454.465 182.999
|
||||
3.66 -1825.02 506.614 -1240.64 372.541 3372.97 1325.73 1825.02 -506.614 1240.64 -372.541 348.959 194.107
|
||||
3.67 -1496.97 529.659 -896.432 382.73 2458.79 1383.74 1496.97 -529.659 896.432 -382.73 230.51 205.239
|
||||
3.68 -1146 546.79 -536.261 388.452 1501.22 1426.23 1146 -546.79 536.261 -388.452 107.566 214.144
|
||||
3.69 -790.562 552.736 -183.645 386.522 562.287 1439.64 790.562 -552.736 183.645 -386.522 -11.3522 218.569
|
||||
3.7 -448.136 542.75 139.434 374.093 -299.995 1411.77 448.136 -542.75 -139.434 -374.093 -118.308 216.476
|
||||
3.71 -134.06 513.1 414.128 348.952 -1035.85 1333.05 134.06 -513.1 -414.128 -348.952 -206.538 206.253
|
||||
3.72 139.395 461.463 626.052 309.768 -1607.21 1197.51 -139.395 -461.463 -626.052 -309.768 -270.944 186.882
|
||||
3.73 363.718 387.196 766.244 256.257 -1990.29 1003.54 -363.718 -387.196 -766.244 -256.257 -308.447 158.051
|
||||
3.74 534.562 291.459 831.682 189.259 -2176.87 754.169 -534.562 -291.459 -831.682 -189.259 -318.174 120.208
|
||||
3.75 651.822 177.177 825.321 110.71 -2174.5 456.984 -651.822 -177.177 -825.321 -110.71 -301.467 74.547
|
||||
3.76 719.401 48.8507 755.674 23.5239 -2005.3 123.624 -719.401 -48.8507 -755.674 -23.5239 -261.722 22.9281
|
||||
3.77 744.682 -87.7717 635.949 -68.6118 -1703.79 -231.053 -744.682 87.7717 -635.949 68.6118 -204.062 -32.2618
|
||||
3.78 737.747 -226.129 482.848 -161.51 -1313.66 -590.097 -737.747 226.129 -482.848 161.51 -134.884 -88.2907
|
||||
3.79 710.427 -359.351 315.108 -250.8 -884.01 -935.761 -710.427 359.351 -315.108 250.8 -61.3136 -142.294
|
||||
3.8 675.232 -480.789 151.912 -332.254 -465.128 -1250.87 -675.232 480.789 -151.912 332.254 9.39131 -191.497
|
||||
3.81 644.267 -584.519 11.3026 -402.109 -104.34 -1520.13 -644.267 584.519 -11.3026 402.109 70.432 -233.431
|
||||
3.82 628.203 -665.797 -91.2875 -457.34 157.848 -1731.27 -628.203 665.797 91.2875 457.34 116.015 -266.118
|
||||
3.83 635.391 -721.391 -144.262 -495.877 290.983 -1875.96 -635.391 721.391 144.262 495.877 141.804 -288.217
|
||||
3.84 671.167 -749.803 -140.762 -516.735 277.031 -1950.3 -671.167 749.803 140.762 516.735 145.254 -299.113
|
||||
3.85 737.42 -751.332 -79.1647 -520.059 111.705 -1955.05 -737.42 751.332 79.1647 520.059 125.789 -298.948
|
||||
3.86 832.43 -727.991 36.8382 -507.072 -195.337 -1895.39 -832.43 727.991 -36.8382 507.072 84.8223 -288.579
|
||||
3.87 951.005 -683.286 198.598 -479.936 -621.413 -1780.37 -951.005 683.286 -198.598 479.936 25.6176 -269.491
|
||||
3.88 1084.89 -621.875 393.257 -441.544 -1132.77 -1621.98 -1084.89 621.875 -393.257 441.544 -46.9973 -243.651
|
||||
3.89 1223.41 -549.144 604.822 -395.255 -1687.43 -1434.1 -1223.41 549.144 -604.822 395.255 -127.037 -213.327
|
||||
3.9 1354.36 -470.73 815.481 -344.597 -2238.59 -1231.3 -1354.36 470.73 -815.481 344.597 -207.851 -180.89
|
||||
3.91 1464.9 -392.047 1007.05 -292.976 -2738.47 -1027.53 -1464.9 392.047 -1007.05 292.976 -282.666 -148.612
|
||||
3.92 1542.67 -317.845 1162.42 -243.392 -3142.12 -835.055 -1542.67 317.845 -1162.42 243.392 -345.124 -118.48
|
||||
3.93 1576.71 -251.841 1266.93 -198.219 -3411 -663.481 -1576.71 251.841 -1266.93 198.219 -389.788 -92.041
|
||||
3.94 1558.4 -196.457 1309.52 -159.035 -3515.99 -519.076 -1558.4 196.457 -1309.52 159.035 -412.559 -70.2931
|
||||
3.95 1482.18 -152.684 1283.57 -126.537 -3439.72 -404.425 -1482.18 152.684 -1283.57 126.537 -410.993 -53.6262
|
||||
3.96 1346.03 -120.078 1187.43 -100.539 -3177.82 -318.412 -1346.03 120.078 -1187.43 100.539 -384.472 -41.8218
|
||||
3.97 1151.75 -96.891 1024.51 -80.0503 -2739.3 -256.564 -1151.75 96.891 -1024.51 80.0503 -334.238 -34.1091
|
||||
3.98 904.875 -80.3156 803.026 -63.4291 -2145.8 -211.678 -904.875 80.3156 -803.026 63.4291 -263.281 -29.2687
|
||||
3.99 614.436 -66.8278 535.34 -48.5903 -1429.93 -174.706 -614.436 66.8278 -535.34 48.5903 -176.092 -25.7778
|
||||
4 292.362 -52.5864 237.028 -33.2531 -632.782 -135.78 -292.362 52.5864 -237.028 33.2531 -78.3008 -21.9797
|
||||
400
examples/space_frame_3d_results/recorders/elem_10.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_10.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 0 1.64815 1.1467 -0.0755024 -2.86676 4.12038 0 -1.64815 -1.1467 0.0755024 -2.86676 4.12038
|
||||
0.02 0 29.1191 10.0186 -0.409974 -25.0464 72.7979 0 -29.1191 -10.0186 0.409974 -25.0464 72.7979
|
||||
0.03 0 140.695 44.3902 -1.17997 -110.975 351.738 0 -140.695 -44.3902 1.17997 -110.975 351.738
|
||||
0.04 0 377.795 134.975 -2.46763 -337.438 944.489 0 -377.795 -134.975 2.46763 -337.438 944.489
|
||||
0.05 0 696.626 319.274 -4.22924 -798.184 1741.56 0 -696.626 -319.274 4.22924 -798.184 1741.56
|
||||
0.06 0 968.711 628.214 -6.33862 -1570.53 2421.78 0 -968.711 -628.214 6.33862 -1570.53 2421.78
|
||||
0.07 0 1072.36 1071.49 -8.65604 -2678.72 2680.9 0 -1072.36 -1071.49 8.65604 -2678.72 2680.9
|
||||
0.08 0 989.143 1629.45 -11.0651 -4073.63 2472.86 0 -989.143 -1629.45 11.0651 -4073.63 2472.86
|
||||
0.09 0 808.174 2255.43 -13.4995 -5638.57 2020.44 0 -808.174 -2255.43 13.4995 -5638.57 2020.44
|
||||
0.1 0 648.82 2886.76 -15.9074 -7216.89 1622.05 0 -648.82 -2886.76 15.9074 -7216.89 1622.05
|
||||
0.11 0 579.808 3459.75 -18.207 -8649.39 1449.52 0 -579.808 -3459.75 18.207 -8649.39 1449.52
|
||||
0.12 0 601.003 3922.58 -20.2632 -9806.46 1502.51 0 -601.003 -3922.58 20.2632 -9806.46 1502.51
|
||||
0.13 0 677.294 4242.34 -21.8848 -10605.8 1693.23 0 -677.294 -4242.34 21.8848 -10605.8 1693.23
|
||||
0.14 0 768.344 4405.46 -22.8643 -11013.7 1920.86 0 -768.344 -4405.46 22.8643 -11013.7 1920.86
|
||||
0.15 0 832.544 4412.36 -23.0254 -11030.9 2081.36 0 -832.544 -4412.36 23.0254 -11030.9 2081.36
|
||||
0.16 0 826.27 4269.15 -22.2683 -10672.9 2065.67 0 -826.27 -4269.15 22.2683 -10672.9 2065.67
|
||||
0.17 0 723.998 3981.05 -20.601 -9952.61 1810 0 -723.998 -3981.05 20.601 -9952.61 1810
|
||||
0.18 0 546.972 3551.04 -18.138 -8877.6 1367.43 0 -546.972 -3551.04 18.138 -8877.6 1367.43
|
||||
0.19 0 362.968 2985.01 -15.0741 -7462.52 907.419 0 -362.968 -2985.01 15.0741 -7462.52 907.419
|
||||
0.2 0 246.289 2299.86 -11.6371 -5749.65 615.722 0 -246.289 -2299.86 11.6371 -5749.65 615.722
|
||||
0.21 0 228.306 1529.42 -8.03931 -3823.56 570.764 0 -228.306 -1529.42 8.03931 -3823.56 570.764
|
||||
0.22 0 280.171 723.662 -4.45031 -1809.16 700.428 0 -280.171 -723.662 4.45031 -1809.16 700.428
|
||||
0.23 9.75782e-12 338.116 -58.9174 -0.993407 147.293 845.29 -9.75782e-12 -338.116 58.9174 0.993407 147.293 845.29
|
||||
0.24 -9.75782e-12 344.088 -762.52 2.23532 1906.3 860.221 9.75782e-12 -344.088 762.52 -2.23532 1906.3 860.221
|
||||
0.25 1.95156e-11 270.752 -1344.54 5.14377 3361.34 676.88 -1.95156e-11 -270.752 1344.54 -5.14377 3361.34 676.88
|
||||
0.26 0 123.196 -1781.93 7.63279 4454.81 307.99 0 -123.196 1781.93 -7.63279 4454.81 307.99
|
||||
0.27 0 -70.0429 -2072.2 9.60353 5180.51 -175.107 0 70.0429 2072.2 -9.60353 5180.51 -175.107
|
||||
0.28 0 -266.33 -2229.53 10.9818 5573.82 -665.826 0 266.33 2229.53 -10.9818 5573.82 -665.826
|
||||
0.29 -3.90313e-11 -421.282 -2277.54 11.7469 5693.86 -1053.2 3.90313e-11 421.282 2277.54 -11.7469 5693.86 -1053.2
|
||||
0.3 0 -507.278 -2241.88 11.9509 5604.69 -1268.2 0 507.278 2241.88 -11.9509 5604.69 -1268.2
|
||||
0.31 0 -529.584 -2145.14 11.7183 5362.85 -1323.96 0 529.584 2145.14 -11.7183 5362.85 -1323.96
|
||||
0.32 0 -525.161 -2006.32 11.2233 5015.8 -1312.9 0 525.161 2006.32 -11.2233 5015.8 -1312.9
|
||||
0.33 0 -540.449 -1843.74 10.6522 4609.34 -1351.12 0 540.449 1843.74 -10.6522 4609.34 -1351.12
|
||||
0.34 0 -602.872 -1678.81 10.1643 4197.03 -1507.18 0 602.872 1678.81 -10.1643 4197.03 -1507.18
|
||||
0.35 0 -706.312 -1537.24 9.86458 3843.1 -1765.78 0 706.312 1537.24 -9.86458 3843.1 -1765.78
|
||||
0.36 0 -818.141 -1446.02 9.79593 3615.05 -2045.35 0 818.141 1446.02 -9.79593 3615.05 -2045.35
|
||||
0.37 0 -898.685 -1427.28 9.94902 3568.21 -2246.71 0 898.685 1427.28 -9.94902 3568.21 -2246.71
|
||||
0.38 0 -918.875 -1491.63 10.2828 3729.09 -2297.19 0 918.875 1491.63 -10.2828 3729.09 -2297.19
|
||||
0.39 0 -869.335 -1633.91 10.7444 4084.76 -2173.34 0 869.335 1633.91 -10.7444 4084.76 -2173.34
|
||||
0.4 0 -762.097 -1832.97 11.2796 4582.42 -1905.24 0 762.097 1832.97 -11.2796 4582.42 -1905.24
|
||||
0.41 0 -626.735 -2055.69 11.8319 5139.23 -1566.84 0 626.735 2055.69 -11.8319 5139.23 -1566.84
|
||||
0.42 0 -500.06 -2263.69 12.3323 5659.22 -1250.15 0 500.06 2263.69 -12.3323 5659.22 -1250.15
|
||||
0.43 0 -410.36 -2420.7 12.6897 6051.75 -1025.9 0 410.36 2420.7 -12.6897 6051.75 -1025.9
|
||||
0.44 0 -363.544 -2498.32 12.7902 6245.8 -908.859 0 363.544 2498.32 -12.7902 6245.8 -908.859
|
||||
0.45 0 -340.861 -2478.56 12.5104 6196.39 -852.152 0 340.861 2478.56 -12.5104 6196.39 -852.152
|
||||
0.46 0 -311.089 -2353.02 11.742 5882.56 -777.724 0 311.089 2353.02 -11.742 5882.56 -777.724
|
||||
0.47 0 -249.345 -2120.2 10.4183 5300.5 -623.364 0 249.345 2120.2 -10.4183 5300.5 -623.364
|
||||
0.48 0 -150.157 -1782.77 8.53383 4456.93 -375.393 0 150.157 1782.77 -8.53383 4456.93 -375.393
|
||||
0.49 0 -28.0075 -1346.78 6.14882 3366.95 -70.0187 0 28.0075 1346.78 -6.14882 3366.95 -70.0187
|
||||
0.5 0 92.0544 -822.923 3.37828 2057.31 230.136 0 -92.0544 822.923 -3.37828 2057.31 230.136
|
||||
0.51 0 186.353 -228.985 0.370994 572.463 465.882 0 -186.353 228.985 -0.370994 572.463 465.882
|
||||
0.52 -4.87891e-12 241.613 408.404 -2.71439 -1021.01 604.033 4.87891e-12 -241.613 -408.404 2.71439 -1021.01 604.033
|
||||
0.53 0 259.418 1054.25 -5.72853 -2635.62 648.545 0 -259.418 -1054.25 5.72853 -2635.62 648.545
|
||||
0.54 0 255.76 1668.46 -8.5415 -4171.14 639.4 0 -255.76 -1668.46 8.5415 -4171.14 639.4
|
||||
0.55 0 255.04 2211.25 -11.0437 -5528.13 637.6 0 -255.04 -2211.25 11.0437 -5528.13 637.6
|
||||
0.56 0 279.379 2649.2 -13.1415 -6623 698.448 0 -279.379 -2649.2 13.1415 -6623 698.448
|
||||
0.57 0 337.745 2959.94 -14.7545 -7399.85 844.363 0 -337.745 -2959.94 14.7545 -7399.85 844.363
|
||||
0.58 0 421.307 3134.38 -15.8177 -7835.94 1053.27 0 -421.307 -3134.38 15.8177 -7835.94 1053.27
|
||||
0.59 0 508.374 3175.87 -16.2915 -7939.67 1270.93 0 -508.374 -3175.87 16.2915 -7939.67 1270.93
|
||||
0.6 0 575.96 3097.28 -16.1743 -7743.21 1439.9 0 -575.96 -3097.28 16.1743 -7743.21 1439.9
|
||||
0.61 0 610.83 2917.26 -15.511 -7293.15 1527.08 0 -610.83 -2917.26 15.511 -7293.15 1527.08
|
||||
0.62 0 614.029 2657.11 -14.3942 -6642.78 1535.07 0 -614.029 -2657.11 14.3942 -6642.78 1535.07
|
||||
0.63 0 597.846 2339.21 -12.9525 -5848.04 1494.62 0 -597.846 -2339.21 12.9525 -5848.04 1494.62
|
||||
0.64 0 578.352 1986.71 -11.3317 -4966.77 1445.88 0 -578.352 -1986.71 11.3317 -4966.77 1445.88
|
||||
0.65 -1.95156e-11 567.635 1623.72 -9.67256 -4059.29 1419.09 1.95156e-11 -567.635 -1623.72 9.67256 -4059.29 1419.09
|
||||
0.66 0 568.554 1274.98 -8.09247 -3187.44 1421.38 0 -568.554 -1274.98 8.09247 -3187.44 1421.38
|
||||
0.67 0 573.434 964.213 -6.67411 -2410.53 1433.58 0 -573.434 -964.213 6.67411 -2410.53 1433.58
|
||||
0.68 0 567.212 711.205 -5.46392 -1778.01 1418.03 0 -567.212 -711.205 5.46392 -1778.01 1418.03
|
||||
0.69 -9.75782e-12 534.232 528.43 -4.47721 -1321.07 1335.58 9.75782e-12 -534.232 -528.43 4.47721 -1321.07 1335.58
|
||||
0.7 0 465.938 418.448 -3.70624 -1046.12 1164.84 0 -465.938 -418.448 3.70624 -1046.12 1164.84
|
||||
0.71 0 365.544 373.138 -3.12676 -932.844 913.861 0 -365.544 -373.138 3.12676 -932.844 913.861
|
||||
0.72 0 246.978 375.187 -2.70074 -937.968 617.445 0 -246.978 -375.187 2.70074 -937.968 617.445
|
||||
0.73 0 128.613 401.442 -2.3757 -1003.6 321.531 0 -128.613 -401.442 2.3757 -1003.6 321.531
|
||||
0.74 0 25.3547 427.063 -2.08379 -1067.66 63.3867 0 -25.3547 -427.063 2.08379 -1067.66 63.3867
|
||||
0.75 0 -56.7823 429.309 -1.74425 -1073.27 -141.956 0 56.7823 -429.309 1.74425 -1073.27 -141.956
|
||||
0.76 0 -121.351 390.065 -1.27142 -975.162 -303.378 0 121.351 -390.065 1.27142 -975.162 -303.378
|
||||
0.77 0 -177.847 296.875 -0.587674 -742.187 -444.617 0 177.847 -296.875 0.587674 -742.187 -444.617
|
||||
0.78 0 -236.025 142.814 0.361883 -357.035 -590.063 0 236.025 -142.814 -0.361883 -357.035 -590.063
|
||||
0.79 0 -300.777 -74.0805 1.59735 185.201 -751.943 0 300.777 74.0805 -1.59735 185.201 -751.943
|
||||
0.8 0 -369.586 -351.147 3.0984 877.867 -923.966 0 369.586 351.147 -3.0984 877.867 -923.966
|
||||
0.81 9.75782e-12 -433.535 -680.872 4.80647 1702.18 -1083.84 -9.75782e-12 433.535 680.872 -4.80647 1702.18 -1083.84
|
||||
0.82 0 -481.434 -1050.3 6.63392 2625.76 -1203.58 0 481.434 1050.3 -6.63392 2625.76 -1203.58
|
||||
0.83 0 -505.214 -1440.71 8.47663 3601.77 -1263.03 0 505.214 1440.71 -8.47663 3601.77 -1263.03
|
||||
0.84 0 -503.947 -1828.13 10.2267 4570.32 -1259.87 0 503.947 1828.13 -10.2267 4570.32 -1259.87
|
||||
0.85 0 -484.47 -2185.3 11.7818 5463.26 -1211.18 0 484.47 2185.3 -11.7818 5463.26 -1211.18
|
||||
0.86 0 -458.331 -2484.69 13.0509 6211.71 -1145.83 0 458.331 2484.69 -13.0509 6211.71 -1145.83
|
||||
0.87 0 -436.707 -2702.01 13.9567 6755.02 -1091.77 0 436.707 2702.01 -13.9567 6755.02 -1091.77
|
||||
0.88 -3.90313e-11 -425.837 -2819.42 14.4378 7048.54 -1064.59 3.90313e-11 425.837 2819.42 -14.4378 7048.54 -1064.59
|
||||
0.89 0 -424.99 -2827.47 14.4512 7068.66 -1062.48 0 424.99 2827.47 -14.4512 7068.66 -1062.48
|
||||
0.9 0 -427.612 -2725.59 13.9777 6813.98 -1069.03 0 427.612 2725.59 -13.9777 6813.98 -1069.03
|
||||
0.91 0 -424.839 -2521.25 13.0271 6303.11 -1062.1 0 424.839 2521.25 -13.0271 6303.11 -1062.1
|
||||
0.92 0 -409.679 -2228.18 11.6422 5570.45 -1024.2 0 409.679 2228.18 -11.6422 5570.45 -1024.2
|
||||
0.93 -3.90313e-11 -380.027 -1864.56 9.89817 4661.41 -950.067 3.90313e-11 380.027 1864.56 -9.89817 4661.41 -950.067
|
||||
0.94 -1.95156e-11 -339.211 -1451.38 7.89723 3628.46 -848.027 1.95156e-11 339.211 1451.38 -7.89723 3628.46 -848.027
|
||||
0.95 0 -293.938 -1011.28 5.75761 2528.2 -734.844 0 293.938 1011.28 -5.75761 2528.2 -734.844
|
||||
0.96 0 -250.678 -567.679 3.60031 1419.2 -626.695 0 250.678 567.679 -3.60031 1419.2 -626.695
|
||||
0.97 4.87891e-12 -212.34 -143.765 1.5362 359.412 -530.851 -4.87891e-12 212.34 143.765 -1.5362 359.412 -530.851
|
||||
0.98 4.87891e-12 -176.87 238.907 -0.343837 -597.269 -442.175 -4.87891e-12 176.87 -238.907 0.343837 -597.269 -442.175
|
||||
0.99 0 -138.402 562.271 -1.97417 -1405.68 -346.006 0 138.402 -562.271 1.97417 -1405.68 -346.006
|
||||
1 9.75782e-12 -90.2747 813.734 -3.31541 -2034.34 -225.687 -9.75782e-12 90.2747 -813.734 3.31541 -2034.34 -225.687
|
||||
1.01 0 -28.376 987.77 -4.35254 -2469.42 -70.9399 0 28.376 -987.77 4.35254 -2469.42 -70.9399
|
||||
1.02 0 46.7097 1086.59 -5.09208 -2716.49 116.774 0 -46.7097 -1086.59 5.09208 -2716.49 116.774
|
||||
1.03 0 129.633 1119.65 -5.55951 -2799.11 324.082 0 -129.633 -1119.65 5.55951 -2799.11 324.082
|
||||
1.04 0 212.196 1101.94 -5.79731 -2754.84 530.489 0 -212.196 -1101.94 5.79731 -2754.84 530.489
|
||||
1.05 0 286.345 1051.7 -5.86265 -2629.25 715.863 0 -286.345 -1051.7 5.86265 -2629.25 715.863
|
||||
1.06 -1.95156e-11 346.915 987.871 -5.82371 -2469.68 867.288 1.95156e-11 -346.915 -987.871 5.82371 -2469.68 867.288
|
||||
1.07 0 392.942 927.951 -5.75354 -2319.88 982.354 0 -392.942 -927.951 5.75354 -2319.88 982.354
|
||||
1.08 1.95156e-11 427.03 886.503 -5.7218 -2216.26 1067.57 -1.95156e-11 -427.03 -886.503 5.7218 -2216.26 1067.57
|
||||
1.09 -1.95156e-11 453.187 874.328 -5.7854 -2185.82 1132.97 1.95156e-11 -453.187 -874.328 5.7854 -2185.82 1132.97
|
||||
1.1 0 474.263 898.084 -5.98034 -2245.21 1185.66 0 -474.263 -898.084 5.98034 -2245.21 1185.66
|
||||
1.11 0 490.277 960.098 -6.31652 -2400.25 1225.69 0 -490.277 -960.098 6.31652 -2400.25 1225.69
|
||||
1.12 0 498.407 1058.19 -6.77688 -2645.47 1246.02 0 -498.407 -1058.19 6.77688 -2645.47 1246.02
|
||||
1.13 1.95156e-11 494.536 1185.53 -7.32073 -2963.82 1236.34 -1.95156e-11 -494.536 -1185.53 7.32073 -2963.82 1236.34
|
||||
1.14 0 475.501 1330.75 -7.8901 -3326.87 1188.75 0 -475.501 -1330.75 7.8901 -3326.87 1188.75
|
||||
1.15 0 440.948 1478.56 -8.4174 -3696.4 1102.37 0 -440.948 -1478.56 8.4174 -3696.4 1102.37
|
||||
1.16 0 393.943 1611.01 -8.83268 -4027.53 984.857 0 -393.943 -1611.01 8.83268 -4027.53 984.857
|
||||
1.17 0 340.111 1709.4 -9.0697 -4273.51 850.276 0 -340.111 -1709.4 9.0697 -4273.51 850.276
|
||||
1.18 0 285.712 1756.49 -9.07043 -4391.22 714.28 0 -285.712 -1756.49 9.07043 -4391.22 714.28
|
||||
1.19 -3.90313e-11 235.514 1738.65 -8.78883 -4346.63 588.784 3.90313e-11 -235.514 -1738.65 8.78883 -4346.63 588.784
|
||||
1.2 1.95156e-11 191.377 1647.52 -8.19429 -4118.8 478.443 -1.95156e-11 -191.377 -1647.52 8.19429 -4118.8 478.443
|
||||
1.21 0 152.145 1480.82 -7.27511 -3702.05 380.364 0 -152.145 -1480.82 7.27511 -3702.05 380.364
|
||||
1.22 -1.95156e-11 114.812 1242.39 -6.04167 -3105.99 287.029 1.95156e-11 -114.812 -1242.39 6.04167 -3105.99 287.029
|
||||
1.23 1.95156e-11 76.3482 941.54 -4.52829 -2353.85 190.87 -1.95156e-11 -76.3482 -941.54 4.52829 -2353.85 190.87
|
||||
1.24 -9.75782e-12 35.3008 591.952 -2.79266 -1479.88 88.2519 9.75782e-12 -35.3008 -591.952 2.79266 -1479.88 88.2519
|
||||
1.25 2.43945e-12 -7.58186 210.541 -0.91232 -526.352 -18.9546 -2.43945e-12 7.58186 -210.541 0.91232 -526.352 -18.9546
|
||||
1.26 4.87891e-12 -49.8947 -183.73 1.02184 459.325 -124.737 -4.87891e-12 49.8947 183.73 -1.02184 459.325 -124.737
|
||||
1.27 -9.75782e-12 -88.9327 -570.965 2.91405 1427.41 -222.332 9.75782e-12 88.9327 570.965 -2.91405 1427.41 -222.332
|
||||
1.28 0 -123.137 -931.496 4.67258 2328.74 -307.842 0 123.137 931.496 -4.67258 2328.74 -307.842
|
||||
1.29 0 -152.923 -1247.17 6.2176 3117.91 -382.307 0 152.923 1247.17 -6.2176 3117.91 -382.307
|
||||
1.3 1.95156e-11 -180.518 -1502.71 7.4869 3756.79 -451.296 -1.95156e-11 180.518 1502.71 -7.4869 3756.79 -451.296
|
||||
1.31 0 -208.907 -1687.15 8.43905 4217.86 -522.269 0 208.907 1687.15 -8.43905 4217.86 -522.269
|
||||
1.32 0 -240.378 -1794.81 9.05437 4487.04 -600.944 0 240.378 1794.81 -9.05437 4487.04 -600.944
|
||||
1.33 0 -275.341 -1826 9.33431 4565 -688.352 0 275.341 1826 -9.33431 4565 -688.352
|
||||
1.34 0 -311.95 -1786.77 9.29986 4466.93 -779.875 0 311.95 1786.77 -9.29986 4466.93 -779.875
|
||||
1.35 0 -346.673 -1688.14 8.98944 4220.34 -866.682 0 346.673 1688.14 -8.98944 4220.34 -866.682
|
||||
1.36 0 -375.531 -1544.65 8.456 3861.61 -938.827 0 375.531 1544.65 -8.456 3861.61 -938.827
|
||||
1.37 0 -395.436 -1372.71 7.76315 3431.77 -988.591 0 395.436 1372.71 -7.76315 3431.77 -988.591
|
||||
1.38 0 -405.038 -1188.92 6.98003 2972.3 -1012.6 0 405.038 1188.92 -6.98003 2972.3 -1012.6
|
||||
1.39 0 -404.754 -1008.62 6.17509 2521.54 -1011.89 0 404.754 1008.62 -6.17509 2521.54 -1011.89
|
||||
1.4 0 -396.07 -844.755 5.4094 2111.89 -990.175 0 396.07 844.755 -5.4094 2111.89 -990.175
|
||||
1.41 0 -380.503 -707.159 4.73048 1767.9 -951.256 0 380.503 707.159 -4.73048 1767.9 -951.256
|
||||
1.42 0 -358.764 -601.985 4.16788 1504.96 -896.91 0 358.764 601.985 -4.16788 1504.96 -896.91
|
||||
1.43 0 -330.505 -531.409 3.73102 1328.52 -826.264 0 330.505 531.409 -3.73102 1328.52 -826.264
|
||||
1.44 0 -294.742 -493.515 3.40987 1233.79 -736.855 0 294.742 493.515 -3.40987 1233.79 -736.855
|
||||
1.45 0 -250.715 -482.44 3.1778 1206.1 -626.787 0 250.715 482.44 -3.1778 1206.1 -626.787
|
||||
1.46 0 -198.759 -488.877 2.99606 1222.19 -496.897 0 198.759 488.877 -2.99606 1222.19 -496.897
|
||||
1.47 0 -140.742 -500.981 2.8189 1252.45 -351.855 0 140.742 500.981 -2.8189 1252.45 -351.855
|
||||
1.48 0 -79.8598 -505.656 2.59863 1264.14 -199.649 0 79.8598 505.656 -2.59863 1264.14 -199.649
|
||||
1.49 0 -19.8639 -490.078 2.29026 1225.2 -49.6598 0 19.8639 490.078 -2.29026 1225.2 -49.6598
|
||||
1.5 0 35.9317 -443.235 1.85558 1108.09 89.8292 0 -35.9317 443.235 -1.85558 1108.09 89.8292
|
||||
1.51 0 85.4441 -357.238 1.26681 893.095 213.61 0 -85.4441 357.238 -1.26681 893.095 213.61
|
||||
1.52 0 128.097 -228.214 0.50979 570.536 320.242 0 -128.097 228.214 -0.50979 570.536 320.242
|
||||
1.53 0 164.51 -56.6956 -0.413575 141.739 411.276 0 -164.51 56.6956 0.413575 141.739 411.276
|
||||
1.54 0 195.801 152.491 -1.48392 -381.229 489.503 0 -195.801 -152.491 1.48392 -381.229 489.503
|
||||
1.55 0 222.843 390.721 -2.6647 -976.803 557.107 0 -222.843 -390.721 2.6647 -976.803 557.107
|
||||
1.56 0 245.821 646.327 -3.90431 -1615.82 614.552 0 -245.821 -646.327 3.90431 -1615.82 614.552
|
||||
1.57 0 264.26 905.51 -5.14021 -2263.78 660.651 0 -264.26 -905.51 5.14021 -2263.78 660.651
|
||||
1.58 0 277.461 1153.34 -6.30442 -2883.34 693.653 0 -277.461 -1153.34 6.30442 -2883.34 693.653
|
||||
1.59 0 285.087 1374.8 -7.32971 -3436.99 712.717 0 -285.087 -1374.8 7.32971 -3436.99 712.717
|
||||
1.6 0 287.594 1555.92 -8.15561 -3889.79 718.985 0 -287.594 -1555.92 8.15561 -3889.79 718.985
|
||||
1.61 0 286.274 1684.87 -8.73345 -4212.17 715.684 0 -286.274 -1684.87 8.73345 -4212.17 715.684
|
||||
1.62 0 282.873 1753.04 -9.02992 -4382.6 707.183 0 -282.873 -1753.04 9.02992 -4382.6 707.183
|
||||
1.63 0 278.97 1755.84 -9.0291 -4389.6 697.424 0 -278.97 -1755.84 9.0291 -4389.6 697.424
|
||||
1.64 0 275.375 1693.21 -8.73303 -4233.02 688.437 0 -275.375 -1693.21 8.73303 -4233.02 688.437
|
||||
1.65 0 271.84 1569.66 -8.16113 -3924.16 679.6 0 -271.84 -1569.66 8.16113 -3924.16 679.6
|
||||
1.66 0 267.175 1393.85 -7.34859 -3484.61 667.938 0 -267.175 -1393.85 7.34859 -3484.61 667.938
|
||||
1.67 0 259.723 1177.67 -6.34382 -2944.17 649.307 0 -259.723 -1177.67 6.34382 -2944.17 649.307
|
||||
1.68 0 247.961 935.191 -5.20508 -2337.98 619.902 0 -247.961 -935.191 5.20508 -2337.98 619.902
|
||||
1.69 0 230.989 681.33 -3.99618 -1703.33 577.471 0 -230.989 -681.33 3.99618 -1703.33 577.471
|
||||
1.7 4.87891e-12 208.704 430.652 -2.78156 -1076.63 521.759 -4.87891e-12 -208.704 -430.652 2.78156 -1076.63 521.759
|
||||
1.71 2.43945e-12 181.636 196.278 -1.62105 -490.694 454.091 -2.43945e-12 -181.636 -196.278 1.62105 -490.694 454.091
|
||||
1.72 -2.13452e-12 150.569 -10.9942 -0.565077 27.4856 376.421 2.13452e-12 -150.569 10.9942 0.565077 27.4856 376.421
|
||||
1.73 0 116.147 -183.339 0.349303 458.348 290.368 0 -116.147 183.339 -0.349303 458.348 290.368
|
||||
1.74 -4.87891e-12 78.6906 -316.338 1.10078 790.846 196.726 4.87891e-12 -78.6906 316.338 -1.10078 790.846 196.726
|
||||
1.75 -4.87891e-12 38.2731 -409.173 1.68445 1022.93 95.6826 4.87891e-12 -38.2731 409.173 -1.68445 1022.93 95.6826
|
||||
1.76 9.75782e-12 -4.96245 -464.559 2.11072 1161.4 -12.4061 -9.75782e-12 4.96245 464.559 -2.11072 1161.4 -12.4061
|
||||
1.77 0 -50.4374 -488.392 2.40281 1220.98 -126.093 0 50.4374 488.392 -2.40281 1220.98 -126.093
|
||||
1.78 0 -96.9058 -489.098 2.59329 1222.74 -242.264 0 96.9058 489.098 -2.59329 1222.74 -242.264
|
||||
1.79 0 -142.486 -476.707 2.72019 1191.77 -356.216 0 142.486 476.707 -2.72019 1191.77 -356.216
|
||||
1.8 -9.75782e-12 -184.963 -461.756 2.82289 1154.39 -462.406 9.75782e-12 184.963 461.756 -2.82289 1154.39 -462.406
|
||||
1.81 0 -222.235 -454.121 2.93832 1135.3 -555.587 0 222.235 454.121 -2.93832 1135.3 -555.587
|
||||
1.82 0 -252.744 -461.955 3.09737 1154.89 -631.86 0 252.744 461.955 -3.09737 1154.89 -631.86
|
||||
1.83 0 -275.707 -490.845 3.32181 1227.11 -689.268 0 275.707 490.845 -3.32181 1227.11 -689.268
|
||||
1.84 0 -291.09 -543.281 3.62198 1358.2 -727.724 0 291.09 543.281 -3.62198 1358.2 -727.724
|
||||
1.85 -9.75782e-12 -299.366 -618.476 3.99529 1546.19 -748.415 9.75782e-12 299.366 618.476 -3.99529 1546.19 -748.415
|
||||
1.86 0 -301.19 -712.509 4.42605 1781.27 -752.974 0 301.19 712.509 -4.42605 1781.27 -752.974
|
||||
1.87 0 -297.136 -818.74 4.88654 2046.85 -742.839 0 297.136 818.74 -4.88654 2046.85 -742.839
|
||||
1.88 0 -287.617 -928.423 5.33957 2321.06 -719.043 0 287.617 928.423 -5.33957 2321.06 -719.043
|
||||
1.89 0 -272.986 -1031.48 5.74204 2578.7 -682.466 0 272.986 1031.48 -5.74204 2578.7 -682.466
|
||||
1.9 0 -253.735 -1117.35 6.04928 2793.38 -634.338 0 253.735 1117.35 -6.04928 2793.38 -634.338
|
||||
1.91 0 -230.674 -1175.93 6.2195 2939.83 -576.685 0 230.674 1175.93 -6.2195 2939.83 -576.685
|
||||
1.92 0 -204.966 -1198.45 6.21789 2996.14 -512.414 0 204.966 1198.45 -6.21789 2996.14 -512.414
|
||||
1.93 0 -177.985 -1178.37 6.01995 2945.92 -444.962 0 177.985 1178.37 -6.01995 2945.92 -444.962
|
||||
1.94 0 -151.044 -1112.02 5.61379 2780.04 -377.611 0 151.044 1112.02 -5.61379 2780.04 -377.611
|
||||
1.95 0 -125.102 -999.069 5.0013 2497.67 -312.754 0 125.102 999.069 -5.0013 2497.67 -312.754
|
||||
1.96 0 -100.567 -842.694 4.19824 2106.73 -251.417 0 100.567 842.694 -4.19824 2106.73 -251.417
|
||||
1.97 0 -77.2919 -649.333 3.23334 1623.33 -193.23 0 77.2919 649.333 -3.23334 1623.33 -193.23
|
||||
1.98 -4.87891e-12 -54.7335 -428.2 2.14646 1070.5 -136.834 4.87891e-12 54.7335 428.2 -2.14646 1070.5 -136.834
|
||||
1.99 0 -32.2238 -190.505 0.985904 476.263 -80.5595 0 32.2238 190.505 -0.985904 476.263 -80.5595
|
||||
2 1.82959e-12 -9.22963 51.4657 -0.194958 -128.664 -23.0741 -1.82959e-12 9.22963 -51.4657 0.194958 -128.664 -23.0741
|
||||
2.01 0 14.4931 285.333 -1.34158 -713.332 36.2327 0 -14.4931 -285.333 1.34158 -713.332 36.2327
|
||||
2.02 0 38.8918 499.557 -2.40235 -1248.89 97.2296 0 -38.8918 -499.557 2.40235 -1248.89 97.2296
|
||||
2.03 0 63.728 684.27 -3.33251 -1710.67 159.32 0 -63.728 -684.27 3.33251 -1710.67 159.32
|
||||
2.04 0 88.7259 831.932 -4.09746 -2079.83 221.815 0 -88.7259 -831.932 4.09746 -2079.83 221.815
|
||||
2.05 0 113.673 937.813 -4.67516 -2344.53 284.182 0 -113.673 -937.813 4.67516 -2344.53 284.182
|
||||
2.06 0 138.415 1000.25 -5.05719 -2500.62 346.036 0 -138.415 -1000.25 5.05719 -2500.62 346.036
|
||||
2.07 0 162.752 1020.67 -5.24865 -2551.67 406.88 0 -162.752 -1020.67 5.24865 -2551.67 406.88
|
||||
2.08 0 186.293 1003.36 -5.26681 -2508.41 465.732 0 -186.293 -1003.36 5.26681 -2508.41 465.732
|
||||
2.09 0 208.345 955.051 -5.13884 -2387.63 520.863 0 -208.345 -955.051 5.13884 -2387.63 520.863
|
||||
2.1 0 227.914 884.181 -4.89879 -2210.45 569.785 0 -227.914 -884.181 4.89879 -2210.45 569.785
|
||||
2.11 -9.75782e-12 243.82 800.111 -4.58436 -2000.28 609.549 9.75782e-12 -243.82 -800.111 4.58436 -2000.28 609.549
|
||||
2.12 0 254.909 712.209 -4.23344 -1780.52 637.273 0 -254.909 -712.209 4.23344 -1780.52 637.273
|
||||
2.13 9.75782e-12 260.276 628.968 -3.88087 -1572.42 650.689 -9.75782e-12 -260.276 -628.968 3.88087 -1572.42 650.689
|
||||
2.14 0 259.419 557.253 -3.5555 -1393.13 648.548 0 -259.419 -557.253 3.5555 -1393.13 648.548
|
||||
2.15 0 252.291 501.733 -3.27791 -1254.33 630.727 0 -252.291 -501.733 3.27791 -1254.33 630.727
|
||||
2.16 9.75782e-12 239.226 464.563 -3.05874 -1161.41 598.066 -9.75782e-12 -239.226 -464.563 3.05874 -1161.41 598.066
|
||||
2.17 -9.75782e-12 220.815 445.312 -2.89807 -1113.28 552.037 9.75782e-12 -220.815 -445.312 2.89807 -1113.28 552.037
|
||||
2.18 0 197.763 441.133 -2.78581 -1102.83 494.408 0 -197.763 -441.133 2.78581 -1102.83 494.408
|
||||
2.19 0 170.812 447.137 -2.70309 -1117.84 427.031 0 -170.812 -447.137 2.70309 -1117.84 427.031
|
||||
2.2 0 140.733 456.937 -2.6246 -1142.34 351.833 0 -140.733 -456.937 2.6246 -1142.34 351.833
|
||||
2.21 0 108.367 463.301 -2.5216 -1158.25 270.918 0 -108.367 -463.301 2.5216 -1158.25 270.918
|
||||
2.22 -9.75782e-12 74.6795 458.884 -2.36522 -1147.21 186.699 9.75782e-12 -74.6795 -458.884 2.36522 -1147.21 186.699
|
||||
2.23 0 40.7609 436.973 -2.12971 -1092.43 101.902 0 -40.7609 -436.973 2.12971 -1092.43 101.902
|
||||
2.24 0 7.76079 392.186 -1.79534 -980.465 19.402 0 -7.76079 -392.186 1.79534 -980.465 19.402
|
||||
2.25 0 -23.2424 321.073 -1.35064 -802.682 -58.1061 0 23.2424 -321.073 1.35064 -802.682 -58.1061
|
||||
2.26 0 -51.3908 222.536 -0.793879 -556.341 -128.477 0 51.3908 -222.536 0.793879 -556.341 -128.477
|
||||
2.27 -1.21973e-12 -76.1613 98.0419 -0.133656 -245.105 -190.403 1.21973e-12 76.1613 -98.0419 0.133656 -245.105 -190.403
|
||||
2.28 1.21973e-12 -97.4029 -48.4237 0.611409 121.059 -243.507 -1.21973e-12 97.4029 48.4237 -0.611409 121.059 -243.507
|
||||
2.29 0 -115.285 -210.636 1.41377 526.59 -288.213 0 115.285 210.636 -1.41377 526.59 -288.213
|
||||
2.3 0 -130.181 -380.629 2.23886 951.573 -325.452 0 130.181 380.629 -2.23886 951.573 -325.452
|
||||
2.31 0 -142.53 -549.348 3.04754 1373.37 -356.324 0 142.53 549.348 -3.04754 1373.37 -356.324
|
||||
2.32 0 -152.728 -707.386 3.79915 1768.47 -381.819 0 152.728 707.386 -3.79915 1768.47 -381.819
|
||||
2.33 0 -161.075 -845.748 4.45459 2114.37 -402.689 0 161.075 845.748 -4.45459 2114.37 -402.689
|
||||
2.34 0 -167.784 -956.549 4.97952 2391.37 -419.459 0 167.784 956.549 -4.97952 2391.37 -419.459
|
||||
2.35 0 -173.01 -1033.63 5.34708 2584.06 -432.524 0 173.01 1033.63 -5.34708 2584.06 -432.524
|
||||
2.36 0 -176.89 -1072.99 5.54 2682.49 -442.225 0 176.89 1072.99 -5.54 2682.49 -442.225
|
||||
2.37 0 -179.541 -1073.15 5.55188 2682.86 -448.851 0 179.541 1073.15 -5.55188 2682.86 -448.851
|
||||
2.38 0 -181.019 -1035.13 5.38748 2587.83 -452.547 0 181.019 1035.13 -5.38748 2587.83 -452.547
|
||||
2.39 0 -181.264 -962.458 5.06212 2406.14 -453.161 0 181.264 962.458 -5.06212 2406.14 -453.161
|
||||
2.4 0 -180.052 -860.776 4.60015 2151.94 -450.129 0 180.052 860.776 -4.60015 2151.94 -450.129
|
||||
2.41 0 -176.985 -737.391 4.03281 1843.48 -442.462 0 176.985 737.391 -4.03281 1843.48 -442.462
|
||||
2.42 0 -171.551 -600.639 3.39562 1501.6 -428.878 0 171.551 600.639 -3.39562 1501.6 -428.878
|
||||
2.43 0 -163.22 -459.175 2.72554 1147.94 -408.049 0 163.22 459.175 -2.72554 1147.94 -408.049
|
||||
2.44 -4.87891e-12 -151.56 -321.259 2.05814 803.148 -378.899 4.87891e-12 151.56 321.259 -2.05814 803.148 -378.899
|
||||
2.45 2.43945e-12 -136.34 -194.096 1.42492 485.241 -340.85 -2.43945e-12 136.34 194.096 -1.42492 485.241 -340.85
|
||||
2.46 0 -117.582 -83.293 0.85111 208.233 -293.955 0 117.582 83.293 -0.85111 208.233 -293.955
|
||||
2.47 -9.14796e-13 -95.5568 7.51217 0.354018 -18.7804 -238.892 9.14796e-13 95.5568 -7.51217 -0.354018 -18.7804 -238.892
|
||||
2.48 2.43945e-12 -70.7396 76.832 -0.0579143 -192.08 -176.849 -2.43945e-12 70.7396 -76.832 0.0579143 -192.08 -176.849
|
||||
2.49 0 -43.7455 125.315 -0.385213 -313.287 -109.364 0 43.7455 -125.315 0.385213 -313.287 -109.364
|
||||
2.5 0 -15.2746 155.545 -0.636654 -388.862 -38.1866 0 15.2746 -155.545 0.636654 -388.862 -38.1866
|
||||
2.51 -2.43945e-12 13.9189 171.682 -0.827784 -429.205 34.7974 2.43945e-12 -13.9189 -171.682 0.827784 -429.205 34.7974
|
||||
2.52 2.43945e-12 43.0365 178.979 -0.978829 -447.448 107.591 -2.43945e-12 -43.0365 -178.979 0.978829 -447.448 107.591
|
||||
2.53 0 71.2372 183.214 -1.11223 -458.034 178.093 0 -71.2372 -183.214 1.11223 -458.034 178.093
|
||||
2.54 0 97.6545 190.083 -1.25006 -475.207 244.136 0 -97.6545 -190.083 1.25006 -475.207 244.136
|
||||
2.55 2.43945e-12 121.439 204.615 -1.41153 -511.537 303.599 -2.43945e-12 -121.439 -204.615 1.41153 -511.537 303.599
|
||||
2.56 0 141.831 230.645 -1.61093 -576.612 354.578 0 -141.831 -230.645 1.61093 -576.612 354.578
|
||||
2.57 0 158.237 270.405 -1.85601 -676.013 395.593 0 -158.237 -270.405 1.85601 -676.013 395.593
|
||||
2.58 0 170.301 324.277 -2.14714 -810.693 425.751 0 -170.301 -324.277 2.14714 -810.693 425.751
|
||||
2.59 0 177.932 390.719 -2.47699 -976.797 444.831 0 -177.932 -390.719 2.47699 -976.797 444.831
|
||||
2.6 0 181.299 466.386 -2.83114 -1165.97 453.247 0 -181.299 -466.386 2.83114 -1165.97 453.247
|
||||
2.61 9.75782e-12 180.769 546.429 -3.18914 -1366.07 451.922 -9.75782e-12 -180.769 -546.429 3.18914 -1366.07 451.922
|
||||
2.62 0 176.84 624.925 -3.52629 -1562.31 442.101 0 -176.84 -624.925 3.52629 -1562.31 442.101
|
||||
2.63 0 170.065 695.421 -3.81577 -1738.55 425.162 0 -170.065 -695.421 3.81577 -1738.55 425.162
|
||||
2.64 0 160.993 751.51 -4.03107 -1878.78 402.482 0 -160.993 -751.51 4.03107 -1878.78 402.482
|
||||
2.65 0 150.144 787.41 -4.14837 -1968.52 375.36 0 -150.144 -787.41 4.14837 -1968.52 375.36
|
||||
2.66 0 137.994 798.477 -4.14883 -1996.19 344.986 0 -137.994 -798.477 4.14883 -1996.19 344.986
|
||||
2.67 0 124.973 781.635 -4.02042 -1954.09 312.432 0 -124.973 -781.635 4.02042 -1954.09 312.432
|
||||
2.68 0 111.449 735.661 -3.75912 -1839.15 278.623 0 -111.449 -735.661 3.75912 -1839.15 278.623
|
||||
2.69 0 97.7136 661.327 -3.36952 -1653.32 244.284 0 -97.7136 -661.327 3.36952 -1653.32 244.284
|
||||
2.7 -9.75782e-12 83.9481 561.375 -2.86457 -1403.44 209.87 9.75782e-12 -83.9481 -561.375 2.86457 -1403.44 209.87
|
||||
2.71 -9.75782e-12 70.2058 440.326 -2.26476 -1100.82 175.515 9.75782e-12 -70.2058 -440.326 2.26476 -1100.82 175.515
|
||||
2.72 0 56.4088 304.143 -1.59655 -760.358 141.022 0 -56.4088 -304.143 1.59655 -760.358 141.022
|
||||
2.73 0 42.3744 159.763 -0.890425 -399.406 105.936 0 -42.3744 -159.763 0.890425 -399.406 105.936
|
||||
2.74 -1.82959e-12 27.868 14.5573 -0.178663 -36.3932 69.67 1.82959e-12 -27.868 -14.5573 0.178663 -36.3932 69.67
|
||||
2.75 0 12.6686 -124.241 0.507041 310.603 31.6716 0 -12.6686 124.241 -0.507041 310.603 31.6716
|
||||
2.76 0 -3.36676 -250.094 1.13783 625.236 -8.41689 0 3.36676 250.094 -1.13783 625.236 -8.41689
|
||||
2.77 -4.87891e-12 -20.2584 -357.64 1.68968 894.099 -50.646 4.87891e-12 20.2584 357.64 -1.68968 894.099 -50.646
|
||||
2.78 0 -37.885 -443.058 2.14499 1107.65 -94.7126 0 37.885 443.058 -2.14499 1107.65 -94.7126
|
||||
2.79 0 -55.9911 -504.302 2.49358 1260.76 -139.978 0 55.9911 504.302 -2.49358 1260.76 -139.978
|
||||
2.8 0 -74.2108 -541.165 2.73311 1352.91 -185.527 0 74.2108 541.165 -2.73311 1352.91 -185.527
|
||||
2.81 9.75782e-12 -92.0977 -555.198 2.86875 1388 -230.244 -9.75782e-12 92.0977 555.198 -2.86875 1388 -230.244
|
||||
2.82 0 -109.151 -549.481 2.91229 1373.7 -272.877 0 109.151 549.481 -2.91229 1373.7 -272.877
|
||||
2.83 0 -124.834 -528.274 2.88065 1320.68 -312.086 0 124.834 528.274 -2.88065 1320.68 -312.086
|
||||
2.84 0 -138.596 -496.582 2.79403 1241.46 -346.49 0 138.596 496.582 -2.79403 1241.46 -346.49
|
||||
2.85 0 -149.889 -459.67 2.67386 1149.18 -374.723 0 149.889 459.67 -2.67386 1149.18 -374.723
|
||||
2.86 4.87891e-12 -158.205 -422.565 2.54068 1056.41 -395.512 -4.87891e-12 158.205 422.565 -2.54068 1056.41 -395.512
|
||||
2.87 0 -163.115 -389.598 2.41228 973.994 -407.788 0 163.115 389.598 -2.41228 973.994 -407.788
|
||||
2.88 0 -164.321 -364.017 2.30212 910.044 -410.803 0 164.321 364.017 -2.30212 910.044 -410.803
|
||||
2.89 0 -161.692 -347.72 2.21822 869.299 -404.229 0 161.692 347.72 -2.21822 869.299 -404.229
|
||||
2.9 0 -155.288 -341.105 2.16263 852.763 -388.219 0 155.288 341.105 -2.16263 852.763 -388.219
|
||||
2.91 0 -145.361 -343.089 2.13149 857.723 -363.403 0 145.361 343.089 -2.13149 857.723 -363.403
|
||||
2.92 0 -132.33 -351.253 2.11556 878.133 -330.825 0 132.33 351.253 -2.11556 878.133 -330.825
|
||||
2.93 0 -116.735 -362.12 2.10134 905.301 -291.838 0 116.735 362.12 -2.10134 905.301 -291.838
|
||||
2.94 0 -99.1914 -371.532 2.07262 928.831 -247.979 0 99.1914 371.532 -2.07262 928.831 -247.979
|
||||
2.95 0 -80.3414 -375.082 2.01218 937.705 -200.854 0 80.3414 375.082 -2.01218 937.705 -200.854
|
||||
2.96 0 -60.8166 -368.568 1.90374 921.419 -152.041 0 60.8166 368.568 -1.90374 921.419 -152.041
|
||||
2.97 0 -41.2103 -348.425 1.73371 871.063 -103.026 0 41.2103 348.425 -1.73371 871.063 -103.026
|
||||
2.98 0 -22.0565 -312.101 1.4928 780.252 -55.1413 0 22.0565 312.101 -1.4928 780.252 -55.1413
|
||||
2.99 0 -3.81128 -258.333 1.1772 645.833 -9.52819 0 3.81128 258.333 -1.1772 645.833 -9.52819
|
||||
3 0 13.1656 -187.322 0.789251 468.306 32.9141 0 -13.1656 187.322 -0.789251 468.306 32.9141
|
||||
3.01 -1.21973e-12 28.6278 -100.769 0.337548 251.921 71.5695 1.21973e-12 -28.6278 100.769 -0.337548 251.921 71.5695
|
||||
3.02 7.6233e-14 42.4531 -1.78094 -0.163471 4.45236 106.133 -7.6233e-14 -42.4531 1.78094 0.163471 4.45236 106.133
|
||||
3.03 0 54.643 105.342 -0.694499 -263.354 136.608 0 -54.643 -105.342 0.694499 -263.354 136.608
|
||||
3.04 0 65.3064 215.435 -1.23275 -538.588 163.266 0 -65.3064 -215.435 1.23275 -538.588 163.266
|
||||
3.05 0 74.6278 322.871 -1.75364 -807.178 186.569 0 -74.6278 -322.871 1.75364 -807.178 186.569
|
||||
3.06 -4.87891e-12 82.8255 422.003 -2.23263 -1055.01 207.064 4.87891e-12 -82.8255 -422.003 2.23263 -1055.01 207.064
|
||||
3.07 0 90.108 507.612 -2.64708 -1269.03 225.27 0 -90.108 -507.612 2.64708 -1269.03 225.27
|
||||
3.08 0 96.6359 575.313 -2.97791 -1438.28 241.59 0 -96.6359 -575.313 2.97791 -1438.28 241.59
|
||||
3.09 0 102.498 621.889 -3.21104 -1554.72 256.244 0 -102.498 -621.889 3.21104 -1554.72 256.244
|
||||
3.1 9.75782e-12 107.699 645.524 -3.33835 -1613.81 269.247 -9.75782e-12 -107.699 -645.524 3.33835 -1613.81 269.247
|
||||
3.11 -9.75782e-12 112.165 645.915 -3.35821 -1614.79 280.413 9.75782e-12 -112.165 -645.915 3.35821 -1614.79 280.413
|
||||
3.12 0 115.752 624.26 -3.27544 -1560.65 289.379 0 -115.752 -624.26 3.27544 -1560.65 289.379
|
||||
3.13 0 118.26 583.12 -3.10072 -1457.8 295.65 0 -118.26 -583.12 3.10072 -1457.8 295.65
|
||||
3.14 0 119.452 526.177 -2.84964 -1315.44 298.63 0 -119.452 -526.177 2.84964 -1315.44 298.63
|
||||
3.15 0 119.069 457.907 -2.54123 -1144.77 297.673 0 -119.069 -457.907 2.54123 -1144.77 297.673
|
||||
3.16 0 116.851 383.193 -2.19638 -957.982 292.128 0 -116.851 -383.193 2.19638 -957.982 292.128
|
||||
3.17 0 112.563 306.916 -1.83608 -767.29 281.408 0 -112.563 -306.916 1.83608 -767.29 281.408
|
||||
3.18 0 106.023 233.562 -1.47978 -583.904 265.057 0 -106.023 -233.562 1.47978 -583.904 265.057
|
||||
3.19 0 97.1319 166.867 -1.14389 -417.169 242.83 0 -97.1319 -166.867 1.14389 -417.169 242.83
|
||||
3.2 1.21973e-12 85.9023 109.551 -0.840711 -273.878 214.756 -1.21973e-12 -85.9023 -109.551 0.840711 -273.878 214.756
|
||||
3.21 -1.21973e-12 72.4731 63.1366 -0.577665 -157.841 181.183 1.21973e-12 -72.4731 -63.1366 0.577665 -157.841 181.183
|
||||
3.22 -6.09864e-13 57.1129 27.8928 -0.357043 -69.7319 142.782 6.09864e-13 -57.1129 -27.8928 0.357043 -69.7319 142.782
|
||||
3.23 7.6233e-13 40.2088 2.89045 -0.176216 -7.22612 100.522 -7.6233e-13 -40.2088 -2.89045 0.176216 -7.22612 100.522
|
||||
3.24 -6.09864e-13 22.2409 -13.8338 -0.028281 34.5845 55.6023 6.09864e-13 -22.2409 13.8338 0.028281 34.5845 55.6023
|
||||
3.25 3.04932e-13 3.75072 -25.0226 0.0969152 62.5566 9.37681 -3.04932e-13 -3.75072 25.0226 -0.0969152 62.5566 9.37681
|
||||
3.26 0 -14.6949 -33.8782 0.211474 84.6954 -36.7373 0 14.6949 33.8782 -0.211474 84.6954 -36.7373
|
||||
3.27 0 -32.5368 -43.708 0.327988 109.27 -81.342 0 32.5368 43.708 -0.327988 109.27 -81.342
|
||||
3.28 0 -49.2525 -57.57 0.458071 143.925 -123.131 0 49.2525 57.57 -0.458071 143.925 -123.131
|
||||
3.29 0 -64.381 -77.9469 0.611002 194.867 -160.953 0 64.381 77.9469 -0.611002 194.867 -160.953
|
||||
3.3 0 -77.5432 -106.48 0.792617 266.2 -193.858 0 77.5432 106.48 -0.792617 266.2 -193.858
|
||||
3.31 0 -88.4587 -143.784 1.00455 359.46 -221.147 0 88.4587 143.784 -1.00455 359.46 -221.147
|
||||
3.32 0 -96.9581 -189.36 1.24388 473.399 -242.395 0 96.9581 189.36 -1.24388 473.399 -242.395
|
||||
3.33 0 -102.99 -241.612 1.50325 604.03 -257.476 0 102.99 241.612 -1.50325 604.03 -257.476
|
||||
3.34 0 -106.619 -297.968 1.77136 744.921 -266.548 0 106.619 297.968 -1.77136 744.921 -266.548
|
||||
3.35 0 -108.013 -355.092 2.03389 887.729 -270.033 0 108.013 355.092 -2.03389 887.729 -270.033
|
||||
3.36 0 -107.421 -409.164 2.27467 1022.91 -268.551 0 107.421 409.164 -2.27467 1022.91 -268.551
|
||||
3.37 0 -105.142 -456.22 2.47707 1140.55 -262.856 0 105.142 456.22 -2.47707 1140.55 -262.856
|
||||
3.38 0 -101.497 -492.489 2.62542 1231.22 -253.743 0 101.497 492.489 -2.62542 1231.22 -253.743
|
||||
3.39 0 -96.7912 -514.734 2.7064 1286.83 -241.978 0 96.7912 514.734 -2.7064 1286.83 -241.978
|
||||
3.4 0 -91.2907 -520.533 2.7102 1301.33 -228.227 0 91.2907 520.533 -2.7102 1301.33 -228.227
|
||||
3.41 0 -85.2065 -508.502 2.63147 1271.25 -213.016 0 85.2065 508.502 -2.63147 1271.25 -213.016
|
||||
3.42 0 -78.684 -478.419 2.46982 1196.05 -196.71 0 78.684 478.419 -2.46982 1196.05 -196.71
|
||||
3.43 0 -71.8032 -431.261 2.22995 1078.15 -179.508 0 71.8032 431.261 -2.22995 1078.15 -179.508
|
||||
3.44 0 -64.5831 -369.13 1.92141 922.826 -161.458 0 64.5831 369.13 -1.92141 922.826 -161.458
|
||||
3.45 0 -56.9918 -295.096 1.55784 737.739 -142.479 0 56.9918 295.096 -1.55784 737.739 -142.479
|
||||
3.46 0 -48.9587 -212.955 1.15604 532.386 -122.397 0 48.9587 212.955 -1.15604 532.386 -122.397
|
||||
3.47 -2.43945e-12 -40.3916 -126.936 0.734619 317.34 -100.979 2.43945e-12 40.3916 126.936 -0.734619 317.34 -100.979
|
||||
3.48 -1.21973e-12 -31.1956 -41.3748 0.312689 103.437 -77.989 1.21973e-12 31.1956 41.3748 -0.312689 103.437 -77.989
|
||||
3.49 6.09864e-13 -21.295 39.6182 -0.091572 -99.0455 -53.2376 -6.09864e-13 21.295 -39.6182 0.091572 -99.0455 -53.2376
|
||||
3.5 0 -10.6557 112.461 -0.462188 -281.152 -26.6393 0 10.6557 -112.461 0.462188 -281.152 -26.6393
|
||||
3.51 0 0.695714 174.352 -0.786451 -435.88 1.73929 0 -0.695714 -174.352 0.786451 -435.88 1.73929
|
||||
3.52 0 12.6576 223.456 -1.05568 -558.639 31.644 0 -12.6576 -223.456 1.05568 -558.639 31.644
|
||||
3.53 4.87891e-12 25.0478 258.992 -1.26564 -647.479 62.6195 -4.87891e-12 -25.0478 -258.992 1.26564 -647.479 62.6195
|
||||
3.54 0 37.6077 281.241 -1.41655 -703.103 94.0191 0 -37.6077 -281.241 1.41655 -703.103 94.0191
|
||||
3.55 -4.87891e-12 50.015 291.455 -1.51273 -728.637 125.038 4.87891e-12 -50.015 -291.455 1.51273 -728.637 125.038
|
||||
3.56 4.87891e-12 61.9041 291.684 -1.56193 -729.209 154.76 -4.87891e-12 -61.9041 -291.684 1.56193 -729.209 154.76
|
||||
3.57 0 72.89 284.546 -1.57437 -711.364 182.225 0 -72.89 -284.546 1.57437 -711.364 182.225
|
||||
3.58 0 82.5936 272.95 -1.56159 -682.374 206.484 0 -82.5936 -272.95 1.56159 -682.374 206.484
|
||||
3.59 0 90.666 259.806 -1.53524 -649.514 226.665 0 -90.666 -259.806 1.53524 -649.514 226.665
|
||||
3.6 -4.87891e-12 96.8107 247.743 -1.50594 -619.358 242.027 4.87891e-12 -96.8107 -247.743 1.50594 -619.358 242.027
|
||||
3.61 0 100.801 238.868 -1.48223 -597.169 252.003 0 -100.801 -238.868 1.48223 -597.169 252.003
|
||||
3.62 0 102.497 234.569 -1.46979 -586.422 256.243 0 -102.497 -234.569 1.46979 -586.422 256.243
|
||||
3.63 0 101.852 235.404 -1.47096 -588.51 254.63 0 -101.852 -235.404 1.47096 -588.51 254.63
|
||||
3.64 0 98.9199 241.063 -1.48454 -602.657 247.3 0 -98.9199 -241.063 1.48454 -602.657 247.3
|
||||
3.65 0 93.8512 250.412 -1.50607 -626.029 234.628 0 -93.8512 -250.412 1.50607 -626.029 234.628
|
||||
3.66 0 86.8841 261.621 -1.52828 -654.053 217.21 0 -86.8841 -261.621 1.52828 -654.053 217.21
|
||||
3.67 0 78.3271 272.358 -1.54193 -680.894 195.818 0 -78.3271 -272.358 1.54193 -680.894 195.818
|
||||
3.68 0 68.5368 280.019 -1.53676 -700.049 171.342 0 -68.5368 -280.019 1.53676 -700.049 171.342
|
||||
3.69 0 57.8913 282.004 -1.50258 -705.009 144.728 0 -57.8913 -282.004 1.50258 -705.009 144.728
|
||||
3.7 0 46.7645 275.97 -1.4304 -689.924 116.911 0 -46.7645 -275.97 1.4304 -689.924 116.911
|
||||
3.71 0 35.502 260.082 -1.31336 -650.206 88.7549 0 -35.502 -260.082 1.31336 -650.206 88.7549
|
||||
3.72 0 24.402 233.207 -1.14757 -583.018 61.0049 0 -24.402 -233.207 1.14757 -583.018 61.0049
|
||||
3.73 0 13.703 195.045 -0.932654 -487.613 34.2575 0 -13.703 -195.045 0.932654 -487.613 34.2575
|
||||
3.74 0 3.57688 146.193 -0.671999 -365.483 8.94219 0 -3.57688 -146.193 0.671999 -365.483 8.94219
|
||||
3.75 0 -5.87193 88.1247 -0.372655 -220.312 -14.6798 0 5.87193 -88.1247 0.372655 -220.312 -14.6798
|
||||
3.76 0 -14.6018 23.0957 -0.0449292 -57.7392 -36.5044 0 14.6018 -23.0957 0.0449292 -57.7392 -36.5044
|
||||
3.77 0 -22.625 -46.0191 0.298306 115.048 -56.5624 0 22.625 46.0191 -0.298306 115.048 -56.5624
|
||||
3.78 0 -29.9952 -115.942 0.642537 289.854 -74.988 0 29.9952 115.942 -0.642537 289.854 -74.988
|
||||
3.79 0 -36.7919 -183.242 0.972663 458.104 -91.9796 0 36.7919 183.242 -0.972663 458.104 -91.9796
|
||||
3.8 4.87891e-12 -43.1023 -244.6 1.27411 611.499 -107.756 -4.87891e-12 43.1023 244.6 -1.27411 611.499 -107.756
|
||||
3.81 4.87891e-12 -49.0036 -297.059 1.5339 742.648 -122.509 -4.87891e-12 49.0036 297.059 -1.5339 742.648 -122.509
|
||||
3.82 0 -54.5459 -338.25 1.74158 845.624 -136.365 0 54.5459 338.25 -1.74158 845.624 -136.365
|
||||
3.83 4.87891e-12 -59.7392 -366.555 1.8899 916.388 -149.348 -4.87891e-12 59.7392 366.555 -1.8899 916.388 -149.348
|
||||
3.84 0 -64.5448 -381.222 1.97533 953.056 -161.362 0 64.5448 381.222 -1.97533 953.056 -161.362
|
||||
3.85 0 -68.8747 -382.392 1.99815 955.98 -172.187 0 68.8747 382.392 -1.99815 955.98 -172.187
|
||||
3.86 4.87891e-12 -72.5954 -371.06 1.96229 927.65 -181.488 -4.87891e-12 72.5954 371.06 -1.96229 927.65 -181.488
|
||||
3.87 0 -75.5395 -348.965 1.8749 872.413 -188.849 0 75.5395 348.965 -1.8749 872.413 -188.849
|
||||
3.88 0 -77.5201 -318.421 1.74563 796.053 -193.8 0 77.5201 318.421 -1.74563 796.053 -193.8
|
||||
3.89 0 -78.3486 -282.105 1.58574 705.263 -195.871 0 78.3486 282.105 -1.58574 705.263 -195.871
|
||||
3.9 0 -77.8522 -242.822 1.40715 607.054 -194.631 0 77.8522 242.822 -1.40715 607.054 -194.631
|
||||
3.91 0 -75.8916 -203.267 1.2214 508.168 -189.729 0 75.8916 203.267 -1.2214 508.168 -189.729
|
||||
3.92 0 -72.3759 -165.809 1.03877 414.523 -180.94 0 72.3759 165.809 -1.03877 414.523 -180.94
|
||||
3.93 0 -67.2749 -132.305 0.867496 330.764 -168.187 0 67.2749 132.305 -0.867496 330.764 -168.187
|
||||
3.94 0 -60.6273 -103.971 0.713193 259.929 -151.568 0 60.6273 103.971 -0.713193 259.929 -151.568
|
||||
3.95 0 -52.5448 -81.3136 0.578595 203.284 -131.362 0 52.5448 81.3136 -0.578595 203.284 -131.362
|
||||
3.96 0 -43.2103 -64.1274 0.463524 160.318 -108.026 0 43.2103 64.1274 -0.463524 160.318 -108.026
|
||||
3.97 0 -32.8706 -51.5606 0.365153 128.901 -82.1765 0 32.8706 51.5606 -0.365153 128.901 -82.1765
|
||||
3.98 0 -21.8245 -42.2366 0.278499 105.591 -54.5613 0 21.8245 42.2366 -0.278499 105.591 -54.5613
|
||||
3.99 6.09864e-13 -10.4052 -34.4227 0.197122 86.0567 -26.0131 -6.09864e-13 10.4052 34.4227 -0.197122 86.0567 -26.0131
|
||||
4 0 1.03926 -26.2291 0.113931 65.5727 2.59815 0 -1.03926 26.2291 -0.113931 65.5727 2.59815
|
||||
400
examples/space_frame_3d_results/recorders/elem_11.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_11.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 0.858894 -10.61 -1.08017 -0.0042286 2.69473 -25.4708 -0.858894 10.61 1.08017 0.0042286 2.70612 -27.5794
|
||||
0.02 2.57809 -71.8128 -9.8465 -0.0384449 24.5987 -176.652 -2.57809 71.8128 9.8465 0.0384449 24.6338 -182.413
|
||||
0.03 3.52128 -243.396 -45.2172 -0.175683 113.019 -604.519 -3.52128 243.396 45.2172 0.175683 113.067 -612.461
|
||||
0.04 4.53988 -552.107 -141.364 -0.545301 353.379 -1375 -4.53988 552.107 141.364 0.545301 353.44 -1385.53
|
||||
0.05 5.88017 -940.477 -341.664 -1.30565 854.121 -2344.62 -5.88017 940.477 341.664 1.30565 854.201 -2357.77
|
||||
0.06 6.47345 -1283.26 -684.777 -2.5868 1711.9 -3200.72 -6.47345 1283.26 684.777 2.5868 1711.99 -3215.56
|
||||
0.07 7.45547 -1473.8 -1189.31 -4.42992 2973.22 -3676.02 -7.45547 1473.8 1189.31 4.42992 2973.32 -3693
|
||||
0.08 8.17899 -1500.64 -1844.73 -6.75347 4611.77 -3742.39 -8.17899 1500.64 1844.73 6.75347 4611.88 -3760.83
|
||||
0.09 8.5196 -1443.03 -2612.68 -9.36238 6531.65 -3597.77 -8.5196 1443.03 2612.68 9.36238 6531.76 -3617.36
|
||||
0.1 9.16987 -1399.49 -3436.93 -11.9945 8592.25 -3488.38 -9.16987 1399.49 3436.93 11.9945 8592.38 -3509.06
|
||||
0.11 9.25064 -1423.34 -4256.56 -14.383 10641.3 -3547.81 -9.25064 1423.34 4256.56 14.383 10641.5 -3568.9
|
||||
0.12 9.39641 -1513.22 -5017.01 -16.3106 12542.5 -3772.33 -9.39641 1513.22 5017.01 16.3106 12542.6 -3793.75
|
||||
0.13 9.43944 -1639.73 -5675.88 -17.6405 14189.6 -4088.67 -9.43944 1639.73 5675.88 17.6405 14189.8 -4110
|
||||
0.14 9.0974 -1763.51 -6203.17 -18.3177 15507.9 -4398.36 -9.0974 1763.51 6203.17 18.3177 15508 -4419.19
|
||||
0.15 8.90776 -1833.91 -6576.82 -18.3456 16442 -4574.69 -8.90776 1833.91 6576.82 18.3456 16442.1 -4594.85
|
||||
0.16 8.36465 -1795.66 -6776.11 -17.7505 16940.2 -4479.63 -8.36465 1795.66 6776.11 17.7505 16940.3 -4498.67
|
||||
0.17 7.76566 -1620.15 -6776.57 -16.5541 16941.4 -4041.51 -7.76566 1620.15 6776.57 16.5541 16941.5 -4059.22
|
||||
0.18 7.12713 -1336.94 -6550.61 -14.7677 16376.5 -3334.29 -7.12713 1336.94 6550.61 14.7677 16376.6 -3350.42
|
||||
0.19 6.22685 -1026.89 -6074.93 -12.4147 15187.3 -2560.11 -6.22685 1026.89 6074.93 12.4147 15187.4 -2574.35
|
||||
0.2 5.39945 -772.813 -5341.8 -9.56465 13354.5 -1925.92 -5.39945 772.813 5341.8 9.56465 13354.5 -1938.15
|
||||
0.21 4.40015 -607.805 -4368.31 -6.358 10920.7 -1514.51 -4.40015 607.805 4368.31 6.358 10920.8 -1524.52
|
||||
0.22 3.35489 -503.841 -3198.26 -3.00303 7995.62 -1255.77 -3.35489 503.841 3198.26 3.00303 7995.67 -1263.43
|
||||
0.23 2.33045 -403.428 -1896 0.255755 4739.99 -1005.94 -2.33045 403.428 1896 -0.255755 4740.02 -1011.19
|
||||
0.24 1.19084 -260.407 -535.294 3.18485 1338.23 -649.644 -1.19084 260.407 535.294 -3.18485 1338.24 -652.393
|
||||
0.25 0.125738 -58.66 811.851 5.60588 -2029.63 -146.517 -0.125738 58.66 -811.851 -5.60588 -2029.63 -146.783
|
||||
0.26 -0.966418 192.192 2082.72 7.42274 -5206.79 479.378 0.966418 -192.192 -2082.72 -7.42274 -5206.8 481.58
|
||||
0.27 -2.03748 465.741 3226.81 8.62588 -8067.02 1162.05 2.03748 -465.741 -3226.81 -8.62588 -8067.05 1166.66
|
||||
0.28 -3.02339 723.125 4205 9.27544 -10512.5 1804.36 3.02339 -723.125 -4205 -9.27544 -10512.5 1811.26
|
||||
0.29 -3.99791 920.904 4986.62 9.47091 -12466.5 2297.72 3.99791 -920.904 -4986.62 -9.47091 -12466.6 2306.79
|
||||
0.3 -4.86153 1030.13 5546.76 9.31933 -13866.9 2569.79 4.86153 -1030.13 -5546.76 -9.31933 -13866.9 2580.85
|
||||
0.31 -5.65031 1056.66 5865.78 8.91461 -14664.4 2635.23 5.65031 -1056.66 -5865.78 -8.91461 -14664.5 2648.08
|
||||
0.32 -6.3508 1042.84 5932.19 8.33515 -14830.4 2599.89 6.3508 -1042.84 -5932.19 -8.33515 -14830.5 2614.31
|
||||
0.33 -6.91945 1043.63 5748.19 7.65661 -14370.4 2601.2 6.91945 -1043.63 -5748.19 -7.65661 -14370.5 2616.95
|
||||
0.34 -7.39617 1093.7 5335.13 6.96776 -13337.8 2725.84 7.39617 -1093.7 -5335.13 -6.96776 -13337.9 2742.65
|
||||
0.35 -7.73584 1189.97 4735.59 6.3756 -11838.9 2966.12 7.73584 -1189.97 -4735.59 -6.3756 -11839 2983.71
|
||||
0.36 -7.95202 1299.64 4010.09 5.99308 -10025.2 3240.06 7.95202 -1299.64 -4010.09 -5.99308 -10025.3 3258.14
|
||||
0.37 -8.0486 1382.74 3228.85 5.91316 -8072.06 3447.7 8.0486 -1382.74 -3228.85 -5.91316 -8072.17 3466
|
||||
0.38 -8.00496 1411.4 2461.34 6.18076 -6153.31 3519.4 8.00496 -1411.4 -2461.34 -6.18076 -6153.42 3537.61
|
||||
0.39 -7.84707 1377.52 1767.23 6.77464 -4418.03 3434.88 7.84707 -1377.52 -1767.23 -6.77464 -4418.14 3452.71
|
||||
0.4 -7.56241 1291.77 1190.89 7.60648 -2977.18 3220.84 7.56241 -1291.77 -1190.89 -7.60648 -2977.28 3238.03
|
||||
0.41 -7.16169 1178.87 760.271 8.53754 -1900.63 2939.04 7.16169 -1178.87 -760.271 -8.53754 -1900.73 2955.32
|
||||
0.42 -6.65859 1069.06 488.814 9.40715 -1221.99 2665.08 6.65859 -1069.06 -488.814 -9.40715 -1222.08 2680.22
|
||||
0.43 -6.05085 985.185 378.379 10.0638 -945.908 2456.08 6.05085 -985.185 -378.379 -10.0638 -945.99 2469.84
|
||||
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0.53 2.59577 -511.744 1766.73 -4.38145 -4416.83 -1276.41 -2.59577 511.744 -1766.73 4.38145 -4416.8 -1282.31
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0.54 3.40841 -630.252 1200.68 -6.93838 -3001.72 -1571.76 -3.40841 630.252 -1200.68 6.93838 -3001.67 -1579.51
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0.56 4.832 -855.374 -482.822 -11.0203 1207.02 -2132.94 -4.832 855.374 482.822 11.0203 1207.09 -2143.93
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0.57 5.4217 -983.055 -1514.55 -12.3123 3786.33 -2451.47 -5.4217 983.055 1514.55 12.3123 3786.4 -2463.8
|
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0.58 5.91937 -1111.47 -2600.91 -13.0364 6502.24 -2771.95 -5.91937 1111.47 2600.91 13.0364 6502.32 -2785.41
|
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0.59 6.31767 -1219.08 -3681.12 -13.2068 9202.77 -3040.52 -6.31767 1219.08 3681.12 13.2068 9202.85 -3054.88
|
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0.6 6.61157 -1284.38 -4691.27 -12.8777 11728.1 -3203.42 -6.61157 1284.38 4691.27 12.8777 11728.2 -3218.46
|
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0.61 6.79826 -1296.27 -5566.68 -12.1268 13916.7 -3232.94 -6.79826 1296.27 5566.68 12.1268 13916.8 -3248.4
|
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0.62 6.87549 -1258.62 -6245.71 -11.0431 15614.2 -3138.74 -6.87549 1258.62 6245.71 11.0431 15614.3 -3154.37
|
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0.63 6.84393 -1187.63 -6674.96 -9.71943 16687.4 -2961.29 -6.84393 1187.63 6674.96 9.71943 16687.5 -2976.86
|
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0.64 6.70521 -1104.35 -6815.24 -8.25188 17038.1 -2753.26 -6.70521 1104.35 6815.24 8.25188 17038.1 -2768.51
|
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0.65 6.46277 -1026.24 -6646.9 -6.74062 16617.2 -2558.25 -6.46277 1026.24 6646.9 6.74062 16617.3 -2572.94
|
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0.66 6.12198 -960.851 -6173.26 -5.28865 15433.1 -2395.17 -6.12198 960.851 6173.26 5.28865 15433.2 -2409.09
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0.67 5.68913 -903.961 -5421 -3.99492 13552.5 -2253.43 -5.68913 903.961 5421 3.99492 13552.5 -2266.37
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0.68 5.17236 -842.706 -4437.5 -2.94214 11093.7 -2100.89 -5.17236 842.706 4437.5 2.94214 11093.8 -2112.65
|
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0.69 4.5808 -762.738 -3285.53 -2.18255 8213.8 -1901.64 -4.5808 762.738 3285.53 2.18255 8213.86 -1912.05
|
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0.7 3.92459 -656.029 -2036.83 -1.72695 5092.06 -1635.61 -3.92459 656.029 2036.83 1.72695 5092.11 -1644.53
|
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0.71 3.21499 -525.304 -765.829 -1.54142 1914.55 -1309.61 -3.21499 525.304 765.829 1.54142 1914.6 -1316.92
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0.72 2.46369 -382.722 455.408 -1.55358 -1138.54 -954.005 -2.46369 382.722 -455.408 1.55358 -1138.5 -959.607
|
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0.73 1.68308 -243.766 1560.86 -1.6666 -3902.17 -607.501 -1.68308 243.766 -1560.86 1.6666 -3902.15 -611.329
|
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0.74 0.885796 -119.932 2493.46 -1.77673 -6233.65 -298.822 -0.885796 119.932 -2493.46 1.77673 -6233.64 -300.836
|
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0.75 0.0845144 -14.0036 3207.79 -1.78909 -8019.48 -34.9128 -0.0845144 14.0036 -3207.79 1.78909 -8019.48 -35.1053
|
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0.76 -0.708057 80.2127 3673.13 -1.62827 -9182.82 199.727 0.708057 -80.2127 -3673.13 1.62827 -9182.83 201.337
|
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0.77 -1.47962 174.203 3876.38 -1.24255 -9690.94 433.825 1.47962 -174.203 -3876.38 1.24255 -9690.96 437.189
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0.78 -2.21831 279.066 3824.23 -0.603284 -9560.55 695.142 2.21831 -279.066 -3824.23 0.603284 -9560.58 700.186
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0.79 -2.9129 400.213 3543.64 0.297623 -8859.08 997.222 2.9129 -400.213 -3543.64 -0.297623 -8859.12 1003.84
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0.8 -3.55308 534.508 3080.05 1.44916 -7700.09 1332.23 3.55308 -534.508 -3080.05 -1.44916 -7700.14 1340.31
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0.81 -4.12942 671.081 2493.08 2.82023 -6232.66 1673.01 4.12942 -671.081 -2493.08 -2.82023 -6232.72 1682.4
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0.82 -4.6337 795.619 1850.51 4.35713 -4626.25 1983.78 4.6337 -795.619 -1850.51 -4.35713 -4626.31 1994.32
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0.83 -5.05888 896.184 1221.31 5.98199 -3053.25 2234.71 5.05888 -896.184 -1221.31 -5.98199 -3053.32 2246.21
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0.84 -5.39926 967.696 669.001 7.59507 -1672.47 2413.1 5.39926 -967.696 -669.001 -7.59507 -1672.54 2425.38
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0.85 -5.65057 1012.85 246.311 9.08267 -615.74 2525.71 5.65057 -1012.85 -246.311 -9.08267 -615.817 2538.56
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0.86 -5.80996 1039.25 -8.36934 10.3299 20.9628 2591.52 5.80996 -1039.25 8.36934 -10.3299 20.8839 2604.73
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0.87 -5.87609 1054.52 -72.8578 11.2353 182.184 2629.61 5.87609 -1054.52 72.8578 -11.2353 182.105 2642.97
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0.88 -5.84906 1062.09 58.2229 11.7246 -145.518 2648.58 5.84906 -1062.09 -58.2229 -11.7246 -145.597 2661.88
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0.89 -5.73048 1059.58 373.598 11.7584 -933.957 2642.43 5.73048 -1059.58 -373.598 -11.7584 -934.035 2655.46
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0.9 -5.52335 1040.12 846.022 11.3344 -2115.02 2594.02 5.52335 -1040.12 -846.022 -11.3344 -2115.09 2606.57
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0.91 -5.23203 995.862 1433.61 10.4838 -3583.99 2483.71 5.23203 -995.862 -1433.61 -10.4838 -3584.06 2495.6
|
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0.92 -4.86214 921.967 2082.22 9.26408 -5205.53 2299.39 4.86214 -921.967 -2082.22 -9.26408 -5205.59 2310.44
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0.93 -4.42049 819.365 2729.19 7.75095 -6822.94 2043.39 4.42049 -819.365 -2729.19 -7.75095 -6823 2053.44
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0.94 -3.9149 695.146 3308.43 6.0317 -8271.06 1733.41 3.9149 -695.146 -3308.43 -6.0317 -8271.11 1742.31
|
||||
0.95 -3.35411 560.3 3756.53 4.2005 -9391.3 1396.94 3.35411 -560.3 -3756.53 -4.2005 -9391.34 1404.56
|
||||
0.96 -2.74764 425.817 4018.89 2.35477 -10047.2 1061.42 2.74764 -425.817 -4018.89 -2.35477 -10047.3 1067.67
|
||||
0.97 -2.10556 298.956 4055.19 0.590994 -10137.9 744.997 2.10556 -298.956 -4055.19 -0.590994 -10138 749.785
|
||||
0.98 -1.43843 181.447 3843.09 -1.00102 -9607.7 451.982 1.43843 -181.447 -3843.09 1.00102 -9607.72 455.253
|
||||
0.99 -0.757025 70.3557 3380.06 -2.34592 -8450.14 175.029 0.757025 -70.3557 -3380.06 2.34592 -8450.15 176.75
|
||||
1 -0.0722368 -39.0252 2683.07 -3.39116 -6707.68 -97.6451 0.0722368 39.0252 -2683.07 3.39116 -6707.68 -97.4807
|
||||
1.01 0.605135 -149.85 1786.69 -4.11365 -4466.72 -373.936 -0.605135 149.85 -1786.69 4.11365 -4466.71 -375.312
|
||||
1.02 1.26454 -261.566 739.993 -4.52264 -1849.99 -652.478 -1.26454 261.566 -739.993 4.52264 -1849.97 -655.353
|
||||
1.03 1.89584 -369.815 -397.032 -4.65758 992.567 -922.382 -1.89584 369.815 397.032 4.65758 992.593 -926.693
|
||||
1.04 2.48948 -468.237 -1557.51 -4.58117 3893.76 -1167.76 -2.48948 468.237 1557.51 4.58117 3893.79 -1173.42
|
||||
1.05 3.03659 -551.235 -2671.9 -4.36953 6679.72 -1374.64 -3.03659 551.235 2671.9 4.36953 6679.76 -1381.54
|
||||
1.06 3.52915 -616.39 -3672.48 -4.10164 9181.17 -1536.96 -3.52915 616.39 3672.48 4.10164 9181.22 -1544.99
|
||||
1.07 3.96013 -665.434 -4498.14 -3.85042 11245.3 -1659.08 -3.96013 665.434 4498.14 3.85042 11245.4 -1668.09
|
||||
1.08 4.3235 -703.346 -5099.08 -3.6765 12747.7 -1753.45 -4.3235 703.346 5099.08 3.6765 12747.7 -1763.28
|
||||
1.09 4.6144 -735.979 -5441.02 -3.62477 13602.5 -1834.7 -4.6144 735.979 5441.02 3.62477 13602.6 -1845.19
|
||||
1.1 4.82918 -767.35 -5508.25 -3.72294 13770.6 -1912.88 -4.82918 767.35 5508.25 3.72294 13770.7 -1923.86
|
||||
1.11 4.9654 -797.845 -5305.02 -3.98068 13262.5 -1988.97 -4.9654 797.845 5305.02 3.98068 13262.6 -2000.26
|
||||
1.12 5.02192 -824.136 -4854.9 -4.38897 12137.2 -2054.63 -5.02192 824.136 4854.9 4.38897 12137.3 -2066.05
|
||||
1.13 4.99882 -840.755 -4198.38 -4.91946 10495.9 -2096.2 -4.99882 840.755 4198.38 4.91946 10496 -2107.57
|
||||
1.14 4.89748 -842.482 -3388.89 -5.52486 8472.19 -2100.64 -4.89748 842.482 3388.89 5.52486 8472.26 -2111.77
|
||||
1.15 4.72046 -826.435 -2488.07 -6.14149 6220.13 -2060.72 -4.72046 826.435 2488.07 6.14149 6220.2 -2071.45
|
||||
1.16 4.47148 -792.946 -1560.7 -6.69453 3901.73 -1977.28 -4.47148 792.946 1560.7 6.69453 3901.79 -1987.45
|
||||
1.17 4.15536 -744.955 -669.947 -7.10593 1674.84 -1857.66 -4.15536 744.955 669.947 7.10593 1674.9 -1867.11
|
||||
1.18 3.77791 -686.326 127.025 -7.30377 -317.589 -1711.52 -3.77791 686.326 -127.025 7.30377 -317.538 -1720.11
|
||||
1.19 3.34581 -619.952 782.713 -7.23121 -1956.81 -1546.08 -3.34581 619.952 -782.713 7.23121 -1956.76 -1553.68
|
||||
1.2 2.86655 -546.555 1262.34 -6.85333 -3155.88 -1363.13 -2.86655 546.555 -1262.34 6.85333 -3155.84 -1369.65
|
||||
1.21 2.34823 -464.727 1546.19 -6.16068 -3865.49 -1159.15 -2.34823 464.727 -1546.19 6.16068 -3865.46 -1164.49
|
||||
1.22 1.79949 -372.173 1630.97 -5.1693 -4077.43 -928.387 -1.79949 372.173 -1630.97 5.1693 -4077.4 -932.479
|
||||
1.23 1.22933 -267.506 1530.05 -3.91796 -3825.12 -667.366 -1.22933 267.506 -1530.05 3.91796 -3825.11 -670.162
|
||||
1.24 0.646981 -151.714 1272.3 -2.46371 -3180.75 -378.549 -0.646981 151.714 -1272.3 2.46371 -3180.74 -380.02
|
||||
1.25 0.0617362 -28.6227 899.462 -0.876961 -2248.65 -71.4865 -0.0617362 28.6227 -899.462 0.876961 -2248.65 -71.6271
|
||||
1.26 -0.51717 95.8673 462.226 0.763372 -1155.56 239.08 0.51717 -95.8673 -462.226 -0.763372 -1155.57 240.256
|
||||
1.27 -1.08072 215.377 15.4702 2.37449 -38.6682 537.215 1.08072 -215.377 -15.4702 -2.37449 -38.6829 539.672
|
||||
1.28 -1.62026 324.765 -386.796 3.87453 967 810.07 1.62026 -324.765 386.796 -3.87453 966.978 813.754
|
||||
1.29 -2.1276 421.223 -696.173 5.18785 1740.45 1050.64 2.1276 -421.223 696.173 -5.18785 1740.42 1055.48
|
||||
1.3 -2.59518 504.362 -873.841 6.25089 2184.62 1257.95 2.59518 -504.362 873.841 -6.25089 2184.58 1263.85
|
||||
1.31 -3.01614 575.323 -893.45 7.01777 2233.65 1434.88 3.01614 -575.323 893.45 -7.01777 2233.61 1441.74
|
||||
1.32 -3.38447 635.432 -742.871 7.46497 1857.2 1584.73 3.38447 -635.432 742.871 -7.46497 1857.15 1592.43
|
||||
1.33 -3.69502 685.042 -424.817 7.59364 1062.07 1708.4 3.69502 -685.042 424.817 -7.59364 1062.02 1716.81
|
||||
1.34 -3.94364 723.113 43.5303 7.4291 -108.799 1803.3 3.94364 -723.113 -43.5303 -7.4291 -108.853 1812.27
|
||||
1.35 -4.12719 747.681 631.844 7.01727 -1579.58 1864.51 4.12719 -747.681 -631.844 -7.01727 -1579.64 1873.9
|
||||
1.36 -4.24361 756.943 1298.85 6.41885 -3247.08 1887.53 4.24361 -756.943 -1298.85 -6.41885 -3247.14 1897.18
|
||||
1.37 -4.29191 750.373 1995.34 5.70226 -4988.32 1871.05 4.29191 -750.373 -1995.34 -5.70226 -4988.38 1880.81
|
||||
1.38 -4.27217 729.326 2667.98 4.93661 -6669.92 1818.46 4.27217 -729.326 -2667.98 -4.93661 -6669.97 1828.17
|
||||
1.39 -4.18556 696.826 3263.52 4.18578 -8158.77 1737.31 4.18556 -696.826 -3263.52 -4.18578 -8158.82 1746.82
|
||||
1.4 -4.03427 656.642 3733.23 3.50372 -9333.04 1637.02 4.03427 -656.642 -3733.23 -3.50372 -9333.09 1646.19
|
||||
1.41 -3.82149 612.081 4036.97 2.9313 -10092.4 1525.86 3.82149 -612.081 -4036.97 -2.9313 -10092.4 1534.55
|
||||
1.42 -3.55132 565.022 4146.53 2.49414 -10366.3 1408.52 3.55132 -565.022 -4146.53 -2.49414 -10366.4 1416.59
|
||||
1.43 -3.22874 515.588 4047.82 2.20129 -10119.5 1285.3 3.22874 -515.588 -4047.82 -2.20129 -10119.6 1292.64
|
||||
1.44 -2.85945 462.57 3741.75 2.0448 -9354.37 1153.17 2.85945 -462.57 -3741.75 -2.0448 -9354.41 1159.68
|
||||
1.45 -2.44985 404.348 3243.92 2.00025 -8109.78 1008.09 2.44985 -404.348 -3243.92 -2.00025 -8109.81 1013.66
|
||||
1.46 -2.00688 339.889 2583 2.02884 -6457.48 847.44 2.00688 -339.889 -2583 -2.02884 -6457.5 852.003
|
||||
1.47 -1.53791 269.359 1798.42 2.0812 -4496.03 671.65 1.53791 -269.359 -1798.42 -2.0812 -4496.06 675.147
|
||||
1.48 -1.05063 194.126 937.335 2.10271 -2343.33 484.121 1.05063 -194.126 -937.335 -2.10271 -2343.34 486.51
|
||||
1.49 -0.552933 116.193 51.2134 2.03987 -128.03 289.855 0.552933 -116.193 -51.2134 -2.03987 -128.037 291.112
|
||||
1.5 -0.0527619 37.4049 -807.772 1.84673 2019.43 93.4521 0.0527619 -37.4049 807.772 -1.84673 2019.43 93.5722
|
||||
1.51 0.441992 -41.1735 -1590.37 1.49037 3975.93 -102.431 -0.441992 41.1735 1590.37 -1.49037 3975.93 -103.436
|
||||
1.52 0.923623 -119.395 -2253.72 0.954642 5634.29 -297.437 -0.923623 119.395 2253.72 -0.954642 5634.3 -299.537
|
||||
1.53 1.38473 -197.641 -2764.36 0.241764 6910.88 -492.528 -1.38473 197.641 2764.36 -0.241764 6910.9 -495.676
|
||||
1.54 1.81832 -276.106 -3100.58 -0.628153 7751.44 -688.198 -1.81832 276.106 3100.58 0.628153 7751.46 -692.332
|
||||
1.55 2.21793 -354.107 -3253.83 -1.61918 8134.55 -882.746 -2.21793 354.107 3253.83 1.61918 8134.58 -887.789
|
||||
1.56 2.5777 -429.749 -3228.95 -2.68272 8072.36 -1071.44 -2.5777 429.749 3228.95 2.68272 8072.4 -1077.3
|
||||
1.57 2.89249 -500.107 -3043.35 -3.76133 7608.37 -1246.98 -2.89249 500.107 3043.35 3.76133 7608.41 -1253.56
|
||||
1.58 3.15789 -561.849 -2725.05 -4.79283 6812.6 -1401.03 -3.15789 561.849 2725.05 4.79283 6812.64 -1408.21
|
||||
1.59 3.37037 -612.031 -2309.94 -5.71471 5774.83 -1526.25 -3.37037 612.031 2309.94 5.71471 5774.88 -1533.91
|
||||
1.6 3.52725 -648.734 -1838.65 -6.46876 4596.6 -1617.83 -3.52725 648.734 1838.65 6.46876 4596.65 -1625.85
|
||||
1.61 3.62674 -671.3 -1353.1 -7.00572 3382.73 -1674.13 -3.62674 671.3 1353.1 7.00572 3382.78 -1682.37
|
||||
1.62 3.66802 -680.106 -893.309 -7.28964 2233.25 -1696.09 -3.66802 680.106 893.309 7.28964 2233.3 -1704.43
|
||||
1.63 3.65115 -676.047 -494.431 -7.30141 1236.05 -1685.97 -3.65115 676.047 494.431 7.30141 1236.1 -1694.27
|
||||
1.64 3.57713 -659.995 -184.344 -7.04076 460.835 -1645.92 -3.57713 659.995 184.344 7.04076 460.884 -1654.06
|
||||
1.65 3.44783 -632.486 18.2265 -6.52648 -45.5896 -1577.3 -3.44783 632.486 -18.2265 6.52648 -45.5428 -1585.13
|
||||
1.66 3.26598 -593.776 104.865 -5.79458 -262.184 -1480.73 -3.26598 593.776 -104.865 5.79458 -262.139 -1488.15
|
||||
1.67 3.03509 -544.196 77.8645 -4.89474 -194.682 -1357.04 -3.03509 544.196 -77.8645 4.89474 -194.641 -1363.94
|
||||
1.68 2.75939 -484.595 -50.206 -3.8855 125.496 -1208.35 -2.75939 484.595 50.206 3.8855 125.534 -1214.63
|
||||
1.69 2.44379 -416.637 -257.779 -2.82904 644.432 -1038.81 -2.44379 416.637 257.779 2.82904 644.465 -1044.37
|
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1.7 2.09373 -342.777 -516.32 -1.78599 1290.79 -854.563 -2.09373 342.777 516.32 1.78599 1290.81 -859.323
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|
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|
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|
||||
2.99 -0.215456 52.3819 15.2728 1.07553 -38.1806 130.71 0.215456 -52.3819 -15.2728 -1.07553 -38.1835 131.2
|
||||
3 -0.0205593 17.8903 84.8645 0.780434 -212.161 44.7023 0.0205593 -17.8903 -84.8645 -0.780434 -212.161 44.7491
|
||||
3.01 0.172227 -17.5487 149.794 0.420569 -374.486 -43.6761 -0.172227 17.5487 -149.794 -0.420569 -374.483 -44.0676
|
||||
3.02 0.3599 -53.2144 199.005 0.00887378 -497.516 -132.627 -0.3599 53.2144 -199.005 -0.00887378 -497.511 -133.445
|
||||
3.03 0.539575 -88.3204 222.725 -0.43675 -556.816 -220.188 -0.539575 88.3204 -222.725 0.43675 -556.809 -221.414
|
||||
3.04 0.708529 -122.053 213.305 -0.894795 -533.268 -304.326 -0.708529 122.053 -213.305 0.894795 -533.258 -305.937
|
||||
3.05 0.864241 -153.604 165.909 -1.34182 -414.778 -383.028 -0.864241 153.604 -165.909 1.34182 -414.767 -384.993
|
||||
3.06 1.00443 -182.207 78.9754 -1.75431 -197.445 -454.377 -1.00443 182.207 -78.9754 1.75431 -197.432 -456.661
|
||||
3.07 1.12709 -207.161 -45.572 -2.11053 113.922 -516.621 -1.12709 207.161 45.572 2.11053 113.938 -519.184
|
||||
3.08 1.23051 -227.861 -202.388 -2.3922 505.963 -568.252 -1.23051 227.861 202.388 2.3922 505.979 -571.05
|
||||
3.09 1.3133 -243.828 -383.043 -2.58593 957.599 -608.078 -1.3133 243.828 383.043 2.58593 957.617 -611.064
|
||||
3.1 1.37443 -254.742 -576.602 -2.68416 1441.5 -635.293 -1.37443 254.742 576.602 2.68416 1441.52 -638.418
|
||||
3.11 1.4132 -260.456 -770.418 -2.68564 1926.04 -649.533 -1.4132 260.456 770.418 2.68564 1926.06 -652.746
|
||||
3.12 1.42928 -261.009 -951.065 -2.59535 2377.65 -650.898 -1.42928 261.009 951.065 2.59535 2377.67 -654.148
|
||||
3.13 1.42271 -256.621 -1105.35 -2.42396 2763.38 -639.936 -1.42271 256.621 1105.35 2.42396 2763.4 -643.171
|
||||
3.14 1.39387 -247.666 -1221.35 -2.18681 3053.36 -617.58 -1.39387 247.666 1221.35 2.18681 3053.38 -620.749
|
||||
3.15 1.34349 -234.635 -1289.3 -1.90256 3223.24 -585.059 -1.34349 234.635 1289.3 1.90256 3223.26 -588.114
|
||||
3.16 1.27263 -218.095 -1302.42 -1.59153 3256.04 -543.792 -1.27263 218.095 1302.42 1.59153 3256.06 -546.685
|
||||
3.17 1.18266 -198.648 -1257.46 -1.27408 3143.63 -495.276 -1.18266 198.648 1257.46 1.27408 3143.65 -497.966
|
||||
3.18 1.07523 -176.891 -1154.99 -0.968863 2887.47 -441.005 -1.07523 176.891 1154.99 0.968863 2887.49 -443.45
|
||||
3.19 0.95225 -153.391 -999.45 -0.691464 2498.62 -382.394 -0.95225 153.391 999.45 0.691464 2498.63 -384.559
|
||||
3.2 0.815847 -128.665 -798.826 -0.453194 1997.06 -320.735 -0.815847 128.665 798.826 0.453194 1997.07 -322.59
|
||||
3.21 0.668328 -103.171 -564.138 -0.260392 1410.34 -257.168 -0.668328 103.171 564.138 0.260392 1410.35 -258.688
|
||||
3.22 0.512152 -77.2976 -308.651 -0.114171 771.624 -192.662 -0.512152 77.2976 308.651 0.114171 771.631 -193.826
|
||||
3.23 0.34988 -51.3588 -46.937 -0.0106463 117.34 -127.999 -0.34988 51.3588 46.937 0.0106463 117.345 -128.795
|
||||
3.24 0.184137 -25.5971 206.169 0.0583724 -515.424 -63.7833 -0.184137 25.5971 -206.169 -0.0583724 -515.421 -64.202
|
||||
3.25 0.0175707 -0.189246 436.628 0.104324 -1091.57 -0.453114 -0.0175707 0.189246 -436.628 -0.104324 -1091.57 -0.493116
|
||||
3.26 -0.147191 24.7379 632.197 0.140561 -1580.49 61.6775 0.147191 -24.7379 -632.197 -0.140561 -1580.49 62.0121
|
||||
3.27 -0.307584 49.085 783.286 0.180876 -1958.21 122.363 0.307584 -49.085 -783.286 -0.180876 -1958.22 123.062
|
||||
3.28 -0.46114 72.752 883.618 0.238019 -2209.04 181.356 0.46114 -72.752 -883.618 -0.238019 -2209.05 182.404
|
||||
3.29 -0.605534 95.6111 930.629 0.322344 -2326.57 238.339 0.605534 -95.6111 -930.629 -0.322344 -2326.58 239.716
|
||||
3.3 -0.738612 117.484 925.588 0.440698 -2313.96 292.871 0.738612 -117.484 -925.588 -0.440698 -2313.97 294.55
|
||||
3.31 -0.858423 138.131 873.416 0.59565 -2183.53 344.352 0.858423 -138.131 -873.416 -0.59565 -2183.55 346.304
|
||||
3.32 -0.963251 157.249 782.233 0.785129 -1955.58 392.026 0.963251 -157.249 -782.233 -0.785129 -1955.59 394.217
|
||||
3.33 -1.05164 174.48 662.663 1.00249 -1656.65 435.005 1.05164 -174.48 -662.663 -1.00249 -1656.66 437.396
|
||||
3.34 -1.1224 189.436 526.946 1.23703 -1317.36 472.314 1.1224 -189.436 -526.946 -1.23703 -1317.37 474.866
|
||||
3.35 -1.17464 201.713 387.948 1.47483 -969.863 502.948 1.17464 -201.713 -387.948 -1.47483 -969.879 505.619
|
||||
3.36 -1.20777 210.923 258.127 1.7 -645.31 525.935 1.20777 -210.923 -258.127 -1.7 -645.327 528.681
|
||||
3.37 -1.22152 216.713 148.548 1.89601 -371.361 540.393 1.22152 -216.713 -148.548 -1.89601 -371.377 543.17
|
||||
3.38 -1.2159 218.79 68.0168 2.04716 -170.034 545.592 1.2159 -218.79 -68.0168 -2.04716 -170.05 548.356
|
||||
3.39 -1.19125 216.943 22.4139 2.13995 -56.0266 541.003 1.19125 -216.943 -22.4139 -2.13995 -56.0427 543.712
|
||||
3.4 -1.14819 211.066 14.2556 2.16428 -35.6312 526.358 1.14819 -211.066 -14.2556 -2.16428 -35.6468 528.969
|
||||
3.41 -1.08763 201.169 42.5375 2.1144 -106.336 501.687 1.08763 -201.169 -42.5375 -2.1144 -106.351 504.16
|
||||
3.42 -1.01074 187.4 102.859 1.98936 -257.141 467.351 1.01074 -187.4 -102.859 -1.98936 -257.155 469.649
|
||||
3.43 -0.918929 170.039 187.823 1.79324 -469.552 424.052 0.918929 -170.039 -187.823 -1.79324 -469.564 426.141
|
||||
3.44 -0.813827 149.496 287.673 1.53478 -719.178 372.815 0.813827 -149.496 -287.673 -1.53478 -719.189 374.666
|
||||
3.45 -0.697252 126.296 391.124 1.22677 -977.804 314.947 0.697252 -126.296 -391.124 -1.22677 -977.814 316.532
|
||||
3.46 -0.571177 101.045 486.306 0.885024 -1215.76 251.964 0.571177 -101.045 -486.306 -0.885024 -1215.77 253.262
|
||||
3.47 -0.437704 74.4044 561.767 0.52715 -1404.41 185.513 0.437704 -74.4044 -561.767 -0.52715 -1404.42 186.509
|
||||
3.48 -0.29902 47.0506 607.423 0.171201 -1518.56 117.286 0.29902 -47.0506 -607.423 -0.171201 -1518.56 117.966
|
||||
3.49 -0.15737 19.645 615.415 -0.165702 -1538.54 48.9337 0.15737 -19.645 -615.415 0.165702 -1538.54 49.2916
|
||||
3.5 -0.0150166 -7.19503 580.772 -0.468641 -1451.93 -18.0047 0.0150166 7.19503 -580.772 0.468641 -1451.93 -17.9705
|
||||
3.51 0.125795 -32.9192 501.854 -0.725957 -1254.64 -82.155 -0.125795 32.9192 -501.854 0.725957 -1254.63 -82.441
|
||||
3.52 0.262872 -57.0602 380.525 -0.930005 -951.315 -142.352 -0.262872 57.0602 -380.525 0.930005 -951.312 -142.949
|
||||
3.53 0.394107 -79.2447 222.053 -1.07755 -555.136 -197.664 -0.394107 79.2447 -222.053 1.07755 -555.13 -198.56
|
||||
3.54 0.517512 -99.1987 34.7384 -1.16976 -86.8496 -247.408 -0.517512 99.1987 -34.7384 1.16976 -86.8426 -248.585
|
||||
3.55 0.631244 -116.747 -170.691 -1.21186 426.724 -291.149 -0.631244 116.747 170.691 1.21186 426.733 -292.584
|
||||
3.56 0.733639 -131.805 -381.878 -1.2124 954.69 -328.679 -0.733639 131.805 381.878 1.2124 954.7 -330.347
|
||||
3.57 0.823229 -144.37 -585.755 -1.1823 1464.38 -359.989 -0.823229 144.37 585.755 1.1823 1464.39 -361.861
|
||||
3.58 0.898767 -154.497 -769.524 -1.13368 1923.8 -385.221 -0.898767 154.497 769.524 1.13368 1923.82 -387.264
|
||||
3.59 0.95924 -162.28 -921.609 -1.07867 2304.02 -404.609 -0.95924 162.28 921.609 1.07867 2304.03 -406.79
|
||||
3.6 1.00389 -167.827 -1032.51 -1.02823 2581.28 -418.425 -1.00389 167.827 1032.51 1.02823 2581.29 -420.708
|
||||
3.61 1.03221 -171.238 -1095.52 -0.991139 2738.78 -426.922 -1.03221 171.238 1095.52 0.991139 2738.8 -429.269
|
||||
3.62 1.04395 -172.592 -1107.14 -0.973181 2767.85 -430.293 -1.04395 172.592 1107.14 0.973181 2767.87 -432.667
|
||||
3.63 1.03915 -171.933 -1067.41 -0.976681 2668.51 -428.652 -1.03915 171.933 1067.41 0.976681 2668.53 -431.015
|
||||
3.64 1.01809 -169.274 -979.761 -1.00034 2449.4 -422.028 -1.01809 169.274 979.761 1.00034 2449.41 -424.343
|
||||
3.65 0.981286 -164.597 -850.8 -1.03945 2126.99 -410.377 -0.981286 164.597 850.8 1.03945 2127.01 -412.608
|
||||
3.66 0.92953 -157.866 -689.731 -1.08636 1724.32 -393.608 -0.92953 157.866 689.731 1.08636 1724.33 -395.721
|
||||
3.67 0.863815 -149.041 -507.653 -1.13136 1269.13 -371.619 -0.863815 149.041 507.653 1.13136 1269.14 -373.583
|
||||
3.68 0.78535 -138.092 -316.703 -1.1636 791.752 -344.337 -0.78535 138.092 316.703 1.1636 791.763 -346.123
|
||||
3.69 0.695526 -125.018 -129.136 -1.17223 322.836 -311.754 -0.695526 125.018 129.136 1.17223 322.846 -313.335
|
||||
3.7 0.595896 -109.859 43.5765 -1.14749 -108.945 -273.97 -0.595896 109.859 -43.5765 1.14749 -108.937 -275.325
|
||||
3.71 0.488149 -92.7142 191.583 -1.08172 -478.961 -231.23 -0.488149 92.7142 -191.583 1.08172 -478.955 -232.34
|
||||
3.72 0.374077 -73.7522 307.338 -0.9702 -768.346 -183.955 -0.374077 73.7522 -307.338 0.9702 -768.341 -184.806
|
||||
3.73 0.255553 -53.22 386.097 -0.811667 -965.244 -132.76 -0.255553 53.22 -386.097 0.811667 -965.24 -133.341
|
||||
3.74 0.134494 -31.4449 426.19 -0.608603 -1065.48 -78.4593 -0.134494 31.4449 -426.19 0.608603 -1065.47 -78.7651
|
||||
3.75 0.0128337 -8.8301 429.043 -0.367139 -1072.61 -22.0606 -0.0128337 8.8301 -429.043 0.367139 -1072.61 -22.0899
|
||||
3.76 -0.107509 14.1571 398.959 -0.0966681 -997.396 35.2705 0.107509 -14.1571 -398.959 0.0966681 -997.398 35.5149
|
||||
3.77 -0.22466 37.004 342.679 0.19084 -856.695 92.2545 0.22466 -37.004 -342.679 -0.19084 -856.698 92.7653
|
||||
3.78 -0.336818 59.176 268.76 0.481734 -671.897 147.557 0.336818 -59.176 -268.76 -0.481734 -671.902 148.323
|
||||
3.79 -0.442284 80.1427 186.825 0.761728 -467.059 199.854 0.442284 -80.1427 -186.825 -0.761728 -467.065 200.86
|
||||
3.8 -0.539484 99.4034 106.741 1.017 -266.848 247.895 0.539484 -99.4034 -106.741 -1.017 -266.855 249.122
|
||||
3.81 -0.626995 116.511 37.7986 1.23523 -94.4922 290.565 0.626995 -116.511 -37.7986 -1.23523 -94.5007 291.991
|
||||
3.82 -0.703561 131.093 -12.045 1.40655 30.1172 326.932 0.703561 -131.093 12.045 -1.40655 30.1077 328.532
|
||||
3.83 -0.768118 142.862 -36.8045 1.52423 92.0165 356.282 0.768118 -142.862 36.8045 -1.52423 92.0061 358.029
|
||||
3.84 -0.819801 151.633 -32.9321 1.58513 82.3358 378.149 0.819801 -151.633 32.9321 -1.58513 82.3246 380.013
|
||||
3.85 -0.857959 157.318 0.420261 1.58986 -1.04482 392.321 0.857959 -157.318 -0.420261 -1.58986 -1.05648 394.271
|
||||
3.86 -0.882161 159.935 61.3594 1.54254 -153.392 398.835 0.882161 -159.935 -61.3594 -1.54254 -153.404 400.841
|
||||
3.87 -0.8922 159.591 145.431 1.45044 -363.572 397.964 0.8922 -159.591 -145.431 -1.45044 -363.584 399.993
|
||||
3.88 -0.888097 156.478 246.004 1.32319 -615.005 390.184 0.888097 -156.478 -246.004 -1.32319 -615.017 392.204
|
||||
3.89 -0.870093 150.847 354.824 1.17195 -887.053 376.129 0.870093 -150.847 -354.824 -1.17195 -887.065 378.107
|
||||
3.9 -0.838643 142.998 462.689 1.00839 -1156.72 356.542 0.838643 -142.998 -462.689 -1.00839 -1156.73 358.449
|
||||
3.91 -0.794409 133.25 560.2 0.843761 -1400.49 332.221 0.794409 -133.25 -560.2 -0.843761 -1400.5 334.027
|
||||
3.92 -0.738248 121.922 638.511 0.687912 -1596.27 303.966 0.738248 -121.922 -638.511 -0.687912 -1596.28 305.645
|
||||
3.93 -0.671188 109.319 690.038 0.548582 -1725.09 272.535 0.671188 -109.319 -690.038 -0.548582 -1725.1 274.061
|
||||
3.94 -0.594422 95.7133 709.052 0.430832 -1772.63 238.607 0.594422 -95.7133 -709.052 -0.430832 -1772.63 239.959
|
||||
3.95 -0.509275 81.3393 692.131 0.336767 -1730.32 202.769 0.509275 -81.3393 -692.131 -0.336767 -1730.33 203.927
|
||||
3.96 -0.41719 66.3908 638.422 0.265527 -1596.05 165.503 0.41719 -66.3908 -638.422 -0.265527 -1596.06 166.451
|
||||
3.97 -0.3197 51.023 549.706 0.213557 -1374.26 127.194 0.3197 -51.023 -549.706 -0.213557 -1374.27 127.921
|
||||
3.98 -0.218405 35.3598 430.259 0.175113 -1075.65 88.1511 0.218405 -35.3598 -430.259 -0.175113 -1075.65 88.6477
|
||||
3.99 -0.114943 19.5028 286.525 0.142971 -716.312 48.6263 0.114943 -19.5028 -286.525 -0.142971 -716.314 48.8877
|
||||
4 -0.0109681 3.54351 126.63 0.109248 -316.575 8.84629 0.0109681 -3.54351 -126.63 -0.109248 -316.575 8.87126
|
||||
400
examples/space_frame_3d_results/recorders/elem_12.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_12.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 -26.3421 -10.61 -33.4792 -0.0042286 80.7104 -25.4708 26.3421 10.61 33.4792 0.0042286 86.6858 -27.5794
|
||||
0.02 -80.5201 -71.8128 -195.398 -0.0384449 480.435 -176.652 80.5201 71.8128 195.398 0.0384449 496.557 -182.413
|
||||
0.03 -110.432 -243.396 -593.835 -0.175683 1473.47 -604.519 110.432 243.396 593.835 0.175683 1495.71 -612.461
|
||||
0.04 -140.781 -552.107 -1299.9 -0.545301 3234.94 -1375 140.781 552.107 1299.9 0.545301 3264.54 -1385.53
|
||||
0.05 -183.872 -940.477 -2337.84 -1.30565 5826.22 -2344.62 183.872 940.477 2337.84 1.30565 5863 -2357.77
|
||||
0.06 -202.345 -1283.26 -3687.6 -2.5868 9198.16 -3200.72 202.345 1283.26 3687.6 2.5868 9239.83 -3215.56
|
||||
0.07 -231.541 -1473.8 -5299.06 -4.42992 13223.8 -3676.02 231.541 1473.8 5299.06 4.42992 13271.5 -3693
|
||||
0.08 -256.237 -1500.64 -7107.85 -6.75347 17743.8 -3742.39 256.237 1500.64 7107.85 6.75347 17795.4 -3760.83
|
||||
0.09 -265.307 -1443.03 -9042.6 -9.36238 22579 -3597.77 265.307 1443.03 9042.6 9.36238 22634 -3617.36
|
||||
0.1 -285.672 -1399.49 -11021.6 -11.9945 27525.1 -3488.38 285.672 1399.49 11021.6 11.9945 27583 -3509.06
|
||||
0.11 -289.625 -1423.34 -12944.8 -14.383 32332.4 -3547.81 289.625 1423.34 12944.8 14.383 32391.6 -3568.9
|
||||
0.12 -292.025 -1513.22 -14691.2 -16.3106 36698.1 -3772.33 292.025 1513.22 14691.2 16.3106 36758.2 -3793.75
|
||||
0.13 -295.103 -1639.73 -16127.6 -17.6405 40289 -4088.67 295.103 1639.73 16127.6 17.6405 40348.8 -4110
|
||||
0.14 -283.931 -1763.51 -17124.6 -18.3177 42782.3 -4398.36 283.931 1763.51 17124.6 18.3177 42840.8 -4419.19
|
||||
0.15 -277.155 -1833.91 -17576.3 -18.3456 43912.6 -4574.69 277.155 1833.91 17576.3 18.3456 43969.1 -4594.85
|
||||
0.16 -261.881 -1795.66 -17414.9 -17.7505 43510.5 -4479.63 261.881 1795.66 17414.9 17.7505 43563.9 -4498.67
|
||||
0.17 -241.587 -1620.15 -16619.2 -16.5541 41523.1 -4041.51 241.587 1620.15 16619.2 16.5541 41572.7 -4059.22
|
||||
0.18 -222.487 -1336.94 -15216.2 -14.7677 38018 -3334.29 222.487 1336.94 15216.2 14.7677 38063.2 -3350.42
|
||||
0.19 -194.625 -1026.89 -13275.6 -12.4147 33169.1 -2560.11 194.625 1026.89 13275.6 12.4147 33209 -2574.35
|
||||
0.2 -167.805 -772.813 -10898.4 -9.56465 27228.8 -1925.92 167.805 772.813 10898.4 9.56465 27263.1 -1938.15
|
||||
0.21 -137.85 -607.805 -8203.37 -6.358 20494.4 -1514.51 137.85 607.805 8203.37 6.358 20522.4 -1524.52
|
||||
0.22 -104.381 -503.841 -5315.66 -3.00303 13278.4 -1255.77 104.381 503.841 5315.66 3.00303 13299.9 -1263.43
|
||||
0.23 -72.6108 -403.428 -2359.1 0.255755 5890.4 -1005.94 72.6108 403.428 2359.1 -0.255755 5905.11 -1011.19
|
||||
0.24 -37.5005 -260.407 545.969 3.18485 -1368.78 -649.644 37.5005 260.407 -545.969 -3.18485 -1361.06 -652.393
|
||||
0.25 -3.51056 -58.66 3283.06 5.60588 -8208.03 -146.517 3.51056 58.66 -3283.06 -5.60588 -8207.27 -146.783
|
||||
0.26 29.8674 192.192 5741.82 7.42274 -14351.5 479.378 -29.8674 -192.192 -5741.82 -7.42274 -14357.6 481.58
|
||||
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1.27 33.7154 215.377 1407.91 2.37449 -3516.34 537.215 -33.7154 -215.377 -1407.91 -2.37449 -3523.23 539.672
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1.28 50.547 324.765 1846.64 3.87453 -4611.43 810.07 -50.547 -324.765 -1846.64 -3.87453 -4621.76 813.754
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1.31 94.0938 575.323 3140.02 7.01777 -7840.43 1434.88 -94.0938 -575.323 -3140.02 -7.01777 -7859.66 1441.74
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1.32 105.584 635.432 3583.86 7.46497 -8948.87 1584.73 -105.584 -635.432 -3583.86 -7.46497 -8970.45 1592.43
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1.35 128.754 747.681 4923.04 7.01727 -12294.4 1864.51 -128.754 -747.681 -4923.04 -7.01727 -12320.8 1873.9
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1.36 132.386 756.943 5333.28 6.41885 -13319.7 1887.53 -132.386 -756.943 -5333.28 -6.41885 -13346.7 1897.18
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1.37 133.893 750.373 5696.93 5.70226 -14228.6 1871.05 -133.893 -750.373 -5696.93 -5.70226 -14256 1880.81
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|
||||
2.84 47.9393 266.384 2704.76 2.06292 -6757 664.214 -47.9393 -266.384 -2704.76 -2.06292 -6766.8 667.708
|
||||
2.85 50.1706 273.86 2587.03 1.90884 -6462.46 682.823 -50.1706 -273.86 -2587.03 -1.90884 -6472.71 686.479
|
||||
2.86 51.5858 277.53 2415.67 1.75405 -6033.89 691.944 -51.5858 -277.53 -2415.67 -1.75405 -6044.44 695.704
|
||||
2.87 52.1729 277.655 2208.33 1.61661 -5515.5 692.237 -52.1729 -277.655 -2208.33 -1.61661 -5526.16 696.039
|
||||
2.88 51.9329 274.465 1982.73 1.51006 -4951.51 684.271 -51.9329 -274.465 -1982.73 -1.51006 -4962.12 688.056
|
||||
2.89 50.88 268.149 1755.22 1.44229 -4382.84 668.519 -50.88 -268.149 -1755.22 -1.44229 -4393.24 672.227
|
||||
2.9 49.0409 258.859 1539.67 1.41496 -3844.17 645.362 -49.0409 -258.859 -1539.67 -1.41496 -3854.19 648.936
|
||||
2.91 46.4543 246.71 1346.54 1.42357 -3361.61 615.083 -46.4543 -246.71 -1346.54 -1.42357 -3371.1 618.469
|
||||
2.92 43.1701 231.777 1182.26 1.45801 -2951.24 577.87 -43.1701 -231.777 -1182.26 -1.45801 -2960.06 581.016
|
||||
2.93 39.2487 214.097 1048.99 1.50379 -2618.47 533.811 -39.2487 -214.097 -1048.99 -1.50379 -2626.49 536.672
|
||||
2.94 34.7596 193.677 944.757 1.54359 -2358.34 482.925 -34.7596 -193.677 -944.757 -1.54359 -2365.44 485.459
|
||||
2.95 29.7805 170.519 863.88 1.55902 -2156.66 425.212 -29.7805 -170.519 -863.88 -1.55902 -2162.74 427.383
|
||||
2.96 24.3957 144.653 797.749 1.53257 -1991.88 360.744 -24.3957 -144.653 -797.749 -1.53257 -1996.87 362.522
|
||||
2.97 18.6948 116.18 735.795 1.44937 -1837.58 289.768 -18.6948 -116.18 -735.795 -1.44937 -1841.4 291.131
|
||||
2.98 12.7714 85.3076 666.609 1.29878 -1665.22 212.804 -12.7714 -85.3076 -666.609 -1.29878 -1667.83 213.735
|
||||
2.99 6.72131 52.3819 579.097 1.07553 -1447.05 130.71 -6.72131 -52.3819 -579.097 -1.07553 -1448.43 131.2
|
||||
3 0.64118 17.8903 463.591 0.780434 -1158.91 44.7023 -0.64118 -17.8903 -463.591 -0.780434 -1159.04 44.7491
|
||||
3.01 -5.37309 -17.5487 312.81 0.420569 -782.574 -43.6761 5.37309 17.5487 -312.81 -0.420569 -781.476 -44.0676
|
||||
3.02 -11.2278 -53.2144 122.611 0.00887378 -307.675 -132.627 11.2278 53.2144 -122.611 -0.00887378 -305.38 -133.445
|
||||
3.03 -16.8331 -88.3204 -107.531 -0.43675 267.108 -220.188 16.8331 88.3204 107.531 0.43675 270.549 -221.414
|
||||
3.04 -22.1039 -122.053 -374.342 -0.894795 933.596 -304.326 22.1039 122.053 374.342 0.894795 938.114 -305.937
|
||||
3.05 -26.9615 -153.604 -670.872 -1.34182 1674.42 -383.028 26.9615 153.604 670.872 1.34182 1679.94 -384.993
|
||||
3.06 -31.335 -182.207 -986.917 -1.75431 2464.09 -454.377 31.335 182.207 986.917 1.75431 2470.5 -456.661
|
||||
3.07 -35.1615 -207.161 -1309.69 -2.11053 3270.64 -516.621 35.1615 207.161 1309.69 2.11053 3277.83 -519.184
|
||||
3.08 -38.3878 -227.861 -1624.71 -2.3922 4057.86 -568.252 38.3878 227.861 1624.71 2.3922 4065.71 -571.05
|
||||
3.09 -40.9707 -243.828 -1916.8 -2.58593 4787.8 -608.078 40.9707 243.828 1916.8 2.58593 4796.18 -611.064
|
||||
3.1 -42.8776 -254.742 -2171.11 -2.68416 5423.4 -635.293 42.8776 254.742 2171.11 2.68416 5432.17 -638.418
|
||||
3.11 -44.0871 -260.456 -2374.24 -2.68564 5931.1 -649.533 44.0871 260.456 2374.24 2.68564 5940.11 -652.746
|
||||
3.12 -44.5888 -261.009 -2515.06 -2.59535 6283.1 -650.898 44.5888 261.009 2515.06 2.59535 6292.22 -654.148
|
||||
3.13 -44.3837 -256.621 -2585.53 -2.42396 6459.29 -639.936 44.3837 256.621 2585.53 2.42396 6468.36 -643.171
|
||||
3.14 -43.4839 -247.666 -2581.17 -2.18681 6448.48 -617.58 43.4839 247.666 2581.17 2.18681 6457.37 -620.749
|
||||
3.15 -41.9121 -234.635 -2501.38 -1.90256 6249.15 -585.059 41.9121 234.635 2501.38 1.90256 6257.72 -588.114
|
||||
3.16 -39.7015 -218.095 -2349.38 -1.59153 5869.38 -543.792 39.7015 218.095 2349.38 1.59153 5877.5 -546.685
|
||||
3.17 -36.8947 -198.648 -2131.99 -1.27408 5326.19 -495.276 36.8947 198.648 2131.99 1.27408 5333.74 -497.966
|
||||
3.18 -33.5434 -176.891 -1859.11 -0.968863 4644.35 -441.005 33.5434 176.891 1859.11 0.968863 4651.2 -443.45
|
||||
3.19 -29.7068 -153.391 -1543.05 -0.691464 3854.59 -382.394 29.7068 153.391 1543.05 0.691464 3860.66 -384.559
|
||||
3.2 -25.4515 -128.665 -1197.68 -0.453194 2991.61 -320.735 25.4515 128.665 1197.68 0.453194 2996.81 -322.59
|
||||
3.21 -20.8494 -103.171 -837.58 -0.260392 2091.82 -257.168 20.8494 103.171 837.58 0.260392 2096.08 -258.688
|
||||
3.22 -15.9772 -77.2976 -477.093 -0.114171 1191.1 -192.662 15.9772 77.2976 477.093 0.114171 1194.36 -193.826
|
||||
3.23 -10.9149 -51.3588 -129.514 -0.0106463 322.67 -127.999 10.9149 51.3588 129.514 0.0106463 324.901 -128.795
|
||||
3.24 -5.74427 -25.5971 193.648 0.0583724 -484.708 -63.7833 5.74427 25.5971 -193.648 -0.0583724 -483.534 -64.202
|
||||
3.25 -0.547976 -0.189246 483.245 0.104324 -1208.17 -0.453114 0.547976 0.189246 -483.245 -0.104324 -1208.06 -0.493116
|
||||
3.26 4.59204 24.7379 732.855 0.140561 -1831.67 61.6775 -4.59204 -24.7379 -732.855 -0.140561 -1832.61 62.0121
|
||||
3.27 9.59572 49.085 938.95 0.180876 -2346.4 122.363 -9.59572 -49.085 -938.95 -0.180876 -2348.36 123.062
|
||||
3.28 14.3862 72.752 1100.84 0.238019 -2750.63 181.356 -14.3862 -72.752 -1100.84 -0.238019 -2753.57 182.404
|
||||
3.29 18.8907 95.6111 1220.43 0.322344 -3049.14 238.339 -18.8907 -95.6111 -1220.43 -0.322344 -3053 239.716
|
||||
3.3 23.0423 117.484 1301.8 0.440698 -3252.14 292.871 -23.0423 -117.484 -1301.8 -0.440698 -3256.85 294.55
|
||||
3.31 26.78 138.131 1350.67 0.59565 -3373.93 344.352 -26.78 -138.131 -1350.67 -0.59565 -3379.4 346.304
|
||||
3.32 30.0503 157.249 1373.76 0.785129 -3431.33 392.026 -30.0503 -157.249 -1373.76 -0.785129 -3437.47 394.217
|
||||
3.33 32.8076 174.48 1378.18 1.00249 -3442.1 435.005 -32.8076 -174.48 -1378.18 -1.00249 -3448.8 437.396
|
||||
3.34 35.015 189.436 1370.75 1.23703 -3423.3 472.314 -35.015 -189.436 -1370.75 -1.23703 -3430.45 474.866
|
||||
3.35 36.6447 201.713 1357.47 1.47483 -3389.92 502.948 -36.6447 -201.713 -1357.47 -1.47483 -3397.41 505.619
|
||||
3.36 37.6784 210.923 1343.03 1.7 -3353.72 525.935 -37.6784 -210.923 -1343.03 -1.7 -3361.42 528.681
|
||||
3.37 38.1072 216.713 1330.52 1.89601 -3322.41 540.393 -38.1072 -216.713 -1330.52 -1.89601 -3330.2 543.17
|
||||
3.38 37.9319 218.79 1321.23 2.04716 -3299.21 545.592 -37.9319 -218.79 -1321.23 -2.04716 -3306.96 548.356
|
||||
3.39 37.1629 216.943 1314.64 2.13995 -3282.81 541.003 -37.1629 -216.943 -1314.64 -2.13995 -3290.41 543.712
|
||||
3.4 35.8196 211.066 1308.56 2.16428 -3267.74 526.358 -35.8196 -211.066 -1308.56 -2.16428 -3275.06 528.969
|
||||
3.41 33.9303 201.169 1299.4 2.1144 -3245.03 501.687 -33.9303 -201.169 -1299.4 -2.1144 -3251.96 504.16
|
||||
3.42 31.5316 187.4 1282.57 1.98936 -3203.2 467.351 -31.5316 -187.4 -1282.57 -1.98936 -3209.64 469.649
|
||||
3.43 28.6674 170.039 1252.92 1.79324 -3129.38 424.052 -28.6674 -170.039 -1252.92 -1.79324 -3135.24 426.141
|
||||
3.44 25.3885 149.496 1205.28 1.53478 -3010.59 372.815 -25.3885 -149.496 -1205.28 -1.53478 -3015.78 374.666
|
||||
3.45 21.7517 126.296 1134.89 1.22677 -2834.99 314.947 -21.7517 -126.296 -1134.89 -1.22677 -2839.44 316.532
|
||||
3.46 17.8187 101.045 1037.93 0.885024 -2592.99 251.964 -17.8187 -101.045 -1037.93 -0.885024 -2596.64 253.262
|
||||
3.47 13.6547 74.4044 911.872 0.52715 -2278.29 185.513 -13.6547 -74.4044 -911.872 -0.52715 -2281.08 186.509
|
||||
3.48 9.32825 47.0506 755.799 0.171201 -1888.55 117.286 -9.32825 -47.0506 -755.799 -0.171201 -1890.45 117.966
|
||||
3.49 4.90926 19.645 570.56 -0.165702 -1425.9 48.9337 -4.90926 -19.645 -570.56 0.165702 -1426.9 49.2916
|
||||
3.5 0.46832 -7.19503 358.838 -0.468641 -897.048 -18.0047 -0.46832 7.19503 -358.838 0.468641 -897.144 -17.9705
|
||||
3.51 -3.92452 -32.9192 125.083 -0.725957 -313.109 -82.155 3.92452 32.9192 -125.083 0.725957 -312.307 -82.441
|
||||
3.52 -8.20085 -57.0602 -124.689 -0.930005 310.885 -142.352 8.20085 57.0602 124.689 0.930005 312.561 -142.949
|
||||
3.53 -12.2949 -79.2447 -383.188 -1.07755 956.713 -197.664 12.2949 79.2447 383.188 1.07755 959.226 -198.56
|
||||
3.54 -16.1447 -99.1987 -642.229 -1.16976 1603.92 -247.408 16.1447 99.1987 642.229 1.16976 1607.22 -248.585
|
||||
3.55 -19.6928 -116.747 -893.173 -1.21186 2230.92 -291.149 19.6928 116.747 893.173 1.21186 2234.94 -292.584
|
||||
3.56 -22.8871 -131.805 -1127.39 -1.2124 2816.14 -328.679 22.8871 131.805 1127.39 1.2124 2820.81 -330.347
|
||||
3.57 -25.682 -144.37 -1336.72 -1.1823 3339.18 -359.989 25.682 144.37 1336.72 1.1823 3344.43 -361.861
|
||||
3.58 -28.0385 -154.497 -1513.92 -1.13368 3781.94 -385.221 28.0385 154.497 1513.92 1.13368 3787.67 -387.264
|
||||
3.59 -29.9251 -162.28 -1653.01 -1.07867 4129.47 -404.609 29.9251 162.28 1653.01 1.07867 4135.59 -406.79
|
||||
3.6 -31.3179 -167.827 -1749.6 -1.02823 4370.79 -418.425 31.3179 167.827 1749.6 1.02823 4377.19 -420.708
|
||||
3.61 -32.2013 -171.238 -1801.06 -0.991139 4499.35 -426.922 32.2013 171.238 1801.06 0.991139 4505.93 -429.269
|
||||
3.62 -32.5678 -172.592 -1806.65 -0.973181 4513.29 -430.293 32.5678 172.592 1806.65 0.973181 4519.95 -432.667
|
||||
3.63 -32.418 -171.933 -1767.5 -0.976681 4415.43 -428.652 32.418 171.933 1767.5 0.976681 4422.06 -431.015
|
||||
3.64 -31.7608 -169.274 -1686.49 -1.00034 4212.98 -422.028 31.7608 169.274 1686.49 1.00034 4219.48 -424.343
|
||||
3.65 -30.6127 -164.597 -1568.08 -1.03945 3917.06 -410.377 30.6127 164.597 1568.08 1.03945 3923.32 -412.608
|
||||
3.66 -28.9981 -157.866 -1417.97 -1.08636 3541.95 -393.608 28.9981 157.866 1417.97 1.08636 3547.88 -395.721
|
||||
3.67 -26.948 -149.041 -1242.82 -1.13136 3104.29 -371.619 26.948 149.041 1242.82 1.13136 3109.8 -373.583
|
||||
3.68 -24.5002 -138.092 -1049.84 -1.1636 2622.09 -344.337 24.5002 138.092 1049.84 1.1636 2627.09 -346.123
|
||||
3.69 -21.6979 -125.018 -846.384 -1.17223 2113.74 -311.754 21.6979 125.018 846.384 1.17223 2118.18 -313.335
|
||||
3.7 -18.5898 -109.859 -639.597 -1.14749 1597.09 -273.97 18.5898 109.859 639.597 1.14749 1600.89 -275.325
|
||||
3.71 -15.2285 -92.7142 -436.029 -1.08172 1088.51 -231.23 15.2285 92.7142 436.029 1.08172 1091.63 -232.34
|
||||
3.72 -11.6698 -73.7522 -241.349 -0.9702 602.18 -183.955 11.6698 73.7522 241.349 0.9702 604.566 -184.806
|
||||
3.73 -7.97226 -53.22 -60.1115 -0.811667 149.464 -132.76 7.97226 53.22 60.1115 0.811667 151.094 -133.341
|
||||
3.74 -4.19563 -31.4449 104.401 -0.608603 -261.431 -78.4593 4.19563 31.4449 -104.401 0.608603 -260.573 -78.7651
|
||||
3.75 -0.400243 -8.8301 250.24 -0.367139 -625.642 -22.0606 0.400243 8.8301 -250.24 0.367139 -625.56 -22.0899
|
||||
3.76 3.35404 14.1571 376.773 -0.0966681 -941.59 35.2705 -3.35404 -14.1571 -376.773 0.0966681 -942.275 35.5149
|
||||
3.77 7.00874 37.004 484.573 0.19084 -1210.72 92.2545 -7.00874 -37.004 -484.573 -0.19084 -1212.15 92.7653
|
||||
3.78 10.5077 59.176 575.241 0.481734 -1437.03 147.557 -10.5077 -59.176 -575.241 -0.481734 -1439.18 148.323
|
||||
3.79 13.7979 80.1427 651.161 0.761728 -1626.49 199.854 -13.7979 -80.1427 -651.161 -0.761728 -1629.31 200.86
|
||||
3.8 16.8302 99.4034 715.214 1.017 -1786.32 247.895 -16.8302 -99.4034 -715.214 -1.017 -1789.76 249.122
|
||||
3.81 19.5602 116.511 770.47 1.23523 -1924.18 290.565 -19.5602 -116.511 -770.47 -1.23523 -1928.17 291.991
|
||||
3.82 21.9488 131.093 819.869 1.40655 -2047.43 326.932 -21.9488 -131.093 -819.869 -1.40655 -2051.92 328.532
|
||||
3.83 23.9627 142.862 865.935 1.52423 -2162.39 356.282 -23.9627 -142.862 -865.935 -1.52423 -2167.29 358.029
|
||||
3.84 25.575 151.633 910.517 1.58513 -2273.68 378.149 -25.575 -151.633 -910.517 -1.58513 -2278.91 380.013
|
||||
3.85 26.7654 157.318 954.603 1.58986 -2383.77 392.321 -26.7654 -157.318 -954.603 -1.58986 -2389.24 394.271
|
||||
3.86 27.5204 159.935 998.192 1.54254 -2492.67 398.835 -27.5204 -159.935 -998.192 -1.54254 -2498.29 400.841
|
||||
3.87 27.8336 159.591 1040.26 1.45044 -2597.8 397.964 -27.8336 -159.591 -1040.26 -1.45044 -2603.49 399.993
|
||||
3.88 27.7056 156.478 1078.81 1.32319 -2694.18 390.184 -27.7056 -156.478 -1078.81 -1.32319 -2699.84 392.204
|
||||
3.89 27.1439 150.847 1110.98 1.17195 -2774.68 376.129 -27.1439 -150.847 -1110.98 -1.17195 -2780.23 378.107
|
||||
3.9 26.1627 142.998 1133.3 1.00839 -2830.58 356.542 -26.1627 -142.998 -1133.3 -1.00839 -2835.93 358.449
|
||||
3.91 24.7828 133.25 1141.91 0.843761 -2852.24 332.221 -24.7828 -133.25 -1141.91 -0.843761 -2857.31 334.027
|
||||
3.92 23.0307 121.922 1132.88 0.687912 -2829.85 303.966 -23.0307 -121.922 -1132.88 -0.687912 -2834.56 305.645
|
||||
3.93 20.9387 109.319 1102.58 0.548582 -2754.32 272.535 -20.9387 -109.319 -1102.58 -0.548582 -2758.6 274.061
|
||||
3.94 18.5438 95.7133 1047.97 0.430832 -2618.03 238.607 -18.5438 -95.7133 -1047.97 -0.430832 -2621.82 239.959
|
||||
3.95 15.8875 81.3393 966.933 0.336767 -2415.71 202.769 -15.8875 -81.3393 -966.933 -0.336767 -2418.96 203.927
|
||||
3.96 13.0148 66.3908 858.519 0.265527 -2144.97 165.503 -13.0148 -66.3908 -858.519 -0.265527 -2147.63 166.451
|
||||
3.97 9.97344 51.023 723.144 0.213557 -1806.84 127.194 -9.97344 -51.023 -723.144 -0.213557 -1808.88 127.921
|
||||
3.98 6.81338 35.3598 562.686 0.175113 -1406.02 88.1511 -6.81338 -35.3598 -562.686 -0.175113 -1407.41 88.6477
|
||||
3.99 3.58574 19.5028 380.485 0.142971 -950.847 48.6263 -3.58574 -19.5028 -380.485 -0.142971 -951.58 48.8877
|
||||
4 0.342062 3.54351 181.256 0.109248 -453.104 8.84629 -0.342062 -3.54351 -181.256 -0.109248 -453.174 8.87126
|
||||
400
examples/space_frame_3d_results/recorders/elem_13.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_13.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 0 73.4351 -1.63863 -0.108053 4.09658 183.588 0 -73.4351 1.63863 0.108053 4.09658 183.588
|
||||
0.02 0 410.89 -13.2038 -0.613285 33.0094 1027.23 0 -410.89 13.2038 0.613285 33.0094 1027.23
|
||||
0.03 0 1132.92 -53.194 -1.67043 132.985 2832.31 0 -1132.92 53.194 1.67043 132.985 2832.31
|
||||
0.04 0 2148.44 -146.549 -3.12423 366.373 5371.1 0 -2148.44 146.549 3.12423 366.373 5371.1
|
||||
0.05 0 3244.38 -317.642 -4.80837 794.105 8110.94 0 -3244.38 317.642 4.80837 794.105 8110.94
|
||||
0.06 0 4192.23 -586.514 -6.686 1466.29 10480.6 0 -4192.23 586.514 6.686 1466.29 10480.6
|
||||
0.07 0 4834.11 -965.797 -8.78139 2414.49 12085.3 0 -4834.11 965.797 8.78139 2414.49 12085.3
|
||||
0.08 0 5140.38 -1451.58 -11.0721 3628.95 12850.9 0 -5140.38 1451.58 11.0721 3628.95 12850.9
|
||||
0.09 0 5200.35 -2010.93 -13.406 5027.33 13000.9 0 -5200.35 2010.93 13.406 5027.33 13000.9
|
||||
0.1 0 5186.61 -2581.06 -15.6134 6452.65 12966.5 0 -5186.61 2581.06 15.6134 6452.65 12966.5
|
||||
0.11 0 5275.16 -3089.92 -17.605 7724.81 13187.9 0 -5275.16 3089.92 17.605 7724.81 13187.9
|
||||
0.12 0 5551.25 -3485.67 -19.3428 8714.17 13878.1 0 -5551.25 3485.67 19.3428 8714.17 13878.1
|
||||
0.13 0 5962.04 -3750.56 -20.7505 9376.41 14905.1 0 -5962.04 3750.56 20.7505 9376.41 14905.1
|
||||
0.14 0 6335.55 -3889.01 -21.6402 9722.52 15838.9 0 -6335.55 3889.01 21.6402 9722.52 15838.9
|
||||
0.15 0 6470.37 -3904.47 -21.7812 9761.17 16175.9 0 -6470.37 3904.47 21.7812 9761.17 16175.9
|
||||
0.16 0 6237.76 -3789.12 -21.0333 9472.81 15594.4 0 -6237.76 3789.12 21.0333 9472.81 15594.4
|
||||
0.17 0 5636.79 -3533.65 -19.4182 8834.13 14092 0 -5636.79 3533.65 19.4182 8834.13 14092
|
||||
0.18 0 4785.65 -3141.94 -17.0969 7854.84 11964.1 0 -4785.65 3141.94 17.0969 7854.84 11964.1
|
||||
0.19 0 3859.38 -2633.37 -14.2753 6583.43 9648.46 0 -3859.38 2633.37 14.2753 6583.43 9648.46
|
||||
0.2 0 3014.78 -2033.19 -11.1375 5082.98 7536.95 0 -3014.78 2033.19 11.1375 5082.98 7536.95
|
||||
0.21 0 2333.02 -1365.95 -7.83648 3414.86 5832.55 0 -2333.02 1365.95 7.83648 3414.86 5832.55
|
||||
0.22 0 1796.47 -661.4 -4.50631 1653.5 4491.18 0 -1796.47 661.4 4.50631 1653.5 4491.18
|
||||
0.23 9.75782e-12 1308.67 35.7883 -1.2725 -89.4708 3271.67 -9.75782e-12 -1308.67 -35.7883 1.2725 -89.4708 3271.67
|
||||
0.24 0 748.086 668.878 1.75603 -1672.2 1870.22 0 -748.086 -668.878 -1.75603 -1672.2 1870.22
|
||||
0.25 0 34.3254 1187.72 4.48981 -2969.29 85.8135 0 -34.3254 -1187.72 -4.48981 -2969.29 85.8135
|
||||
0.26 0 -825.534 1568.6 6.84903 -3921.51 -2063.84 0 825.534 -1568.6 -6.84903 -3921.51 -2063.84
|
||||
0.27 0 -1736.44 1818.08 8.75713 -4545.19 -4341.1 0 1736.44 -1818.08 -8.75713 -4545.19 -4341.1
|
||||
0.28 0 -2559.84 1958.83 10.1495 -4897.08 -6399.6 0 2559.84 -1958.83 -10.1495 -4897.08 -6399.6
|
||||
0.29 0 -3178.74 2012.25 10.9988 -5030.63 -7946.86 0 3178.74 -2012.25 -10.9988 -5030.63 -7946.86
|
||||
0.3 0 -3548.7 1992.22 11.339 -4980.56 -8871.76 0 3548.7 -1992.22 -11.339 -4980.56 -8871.76
|
||||
0.31 0 -3711.55 1911.09 11.2713 -4777.73 -9278.88 0 3711.55 -1911.09 -11.2713 -4777.73 -9278.88
|
||||
0.32 0 -3770.47 1786.88 10.9481 -4467.2 -9426.16 0 3770.47 -1786.88 -10.9481 -4467.2 -9426.16
|
||||
0.33 0 -3841.14 1643.07 10.5393 -4107.67 -9602.84 0 3841.14 -1643.07 -10.5393 -4107.67 -9602.84
|
||||
0.34 0 -4001.42 1502.9 10.192 -3757.25 -10003.6 0 4001.42 -1502.9 -10.192 -3757.25 -10003.6
|
||||
0.35 0 -4260.03 1385.85 9.99931 -3464.63 -10650.1 0 4260.03 -1385.85 -9.99931 -3464.63 -10650.1
|
||||
0.36 0 -4556.61 1309.27 9.99031 -3273.17 -11391.5 0 4556.61 -1309.27 -9.99031 -3273.17 -11391.5
|
||||
0.37 0 -4793.3 1290.2 10.1454 -3225.5 -11983.2 0 4793.3 -1290.2 -10.1454 -3225.5 -11983.2
|
||||
0.38 0 -4882.83 1341.64 10.4247 -3354.11 -12207.1 0 4882.83 -1341.64 -10.4247 -3354.11 -12207.1
|
||||
0.39 0 -4789.57 1464.16 10.7899 -3660.39 -11973.9 0 4789.57 -1464.16 -10.7899 -3660.39 -11973.9
|
||||
0.4 0 -4543.19 1640.21 11.2048 -4100.51 -11358 0 4543.19 -1640.21 -11.2048 -4100.51 -11358
|
||||
0.41 7.80626e-11 -4219.38 1837.22 11.6236 -4593.04 -10548.5 -7.80626e-11 4219.38 -1837.22 -11.6236 -4593.04 -10548.5
|
||||
0.42 0 -3899.84 2017.82 11.9792 -5044.55 -9749.6 0 3899.84 -2017.82 -11.9792 -5044.55 -9749.6
|
||||
0.43 0 -3632.67 2150.11 12.1847 -5375.27 -9081.66 0 3632.67 -2150.11 -12.1847 -5375.27 -9081.66
|
||||
0.44 0 -3411.6 2212.14 12.1431 -5530.36 -8529.01 0 3411.6 -2212.14 -12.1431 -5530.36 -8529.01
|
||||
0.45 0 -3181.69 2190.72 11.7577 -5476.8 -7954.23 0 3181.69 -2190.72 -11.7577 -5476.8 -7954.23
|
||||
0.46 0 -2866.6 2078.31 10.9429 -5195.77 -7166.49 0 2866.6 -2078.31 -10.9429 -5195.77 -7166.49
|
||||
0.47 0 -2404.81 1871.56 9.63866 -4678.9 -6012.02 0 2404.81 -1871.56 -9.63866 -4678.9 -6012.02
|
||||
0.48 0 -1779.06 1571.52 7.83207 -3928.79 -4447.64 0 1779.06 -1571.52 -7.83207 -3928.79 -4447.64
|
||||
0.49 0 -1026.11 1184.1 5.5728 -2960.25 -2565.27 0 1026.11 -1184.1 -5.5728 -2960.25 -2565.27
|
||||
0.5 3.90313e-11 -222.558 720.231 2.97001 -1800.58 -556.395 -3.90313e-11 222.558 -720.231 -2.97001 -1800.58 -556.395
|
||||
0.51 0 546.745 196.221 0.16735 -490.552 1366.86 0 -546.745 -196.221 -0.16735 -490.552 1366.86
|
||||
0.52 -1.95156e-11 1222.22 -365.241 -2.68933 913.102 3055.54 1.95156e-11 -1222.22 365.241 2.68933 913.102 3055.54
|
||||
0.53 0 1788.81 -934.579 -5.47271 2336.45 4472.03 0 -1788.81 934.579 5.47271 2336.45 4472.03
|
||||
0.54 0 2272.7 -1477.02 -8.07566 3692.55 5681.74 0 -2272.7 1477.02 8.07566 3692.55 5681.74
|
||||
0.55 0 2718.92 -1957.08 -10.4025 4892.69 6797.3 0 -2718.92 1957.08 10.4025 4892.69 6797.3
|
||||
0.56 0 3162.64 -2344.48 -12.364 5861.2 7906.6 0 -3162.64 2344.48 12.364 5861.2 7906.6
|
||||
0.57 0 3608.07 -2619.17 -13.8816 6547.92 9020.19 0 -3608.07 2619.17 13.8816 6547.92 9020.19
|
||||
0.58 0 4024.1 -2773.46 -14.897 6933.64 10060.3 0 -4024.1 2773.46 14.897 6933.64 10060.3
|
||||
0.59 0 4357.23 -2810.95 -15.3795 7027.38 10893.1 0 -4357.23 2810.95 15.3795 7027.38 10893.1
|
||||
0.6 0 4555.16 -2743.42 -15.3307 6858.54 11387.9 0 -4555.16 2743.42 15.3307 6858.54 11387.9
|
||||
0.61 0 4590.27 -2587.11 -14.7873 6467.77 11475.7 0 -4590.27 2587.11 14.7873 6467.77 11475.7
|
||||
0.62 0 4472.33 -2360.23 -13.8248 5900.59 11180.8 0 -4472.33 2360.23 13.8248 5900.59 11180.8
|
||||
0.63 0 4244.96 -2081.92 -12.5532 5204.81 10612.4 0 -4244.96 2081.92 12.5532 5204.81 10612.4
|
||||
0.64 0 3967.31 -1772.36 -11.1037 4430.9 9918.28 0 -3967.31 1772.36 11.1037 4430.9 9918.28
|
||||
0.65 0 3689.83 -1453 -9.60547 3632.5 9224.57 0 -3689.83 1453 9.60547 3632.5 9224.57
|
||||
0.66 0 3435.55 -1145.88 -8.16388 2864.7 8588.88 0 -3435.55 1145.88 8.16388 2864.7 8588.88
|
||||
0.67 0 3195.39 -871.818 -6.84979 2179.55 7988.48 0 -3195.39 871.818 6.84979 2179.55 7988.48
|
||||
0.68 0 2938.44 -647.863 -5.70113 1619.66 7346.1 0 -2938.44 647.863 5.70113 1619.66 7346.1
|
||||
0.69 1.95156e-11 2631.26 -484.732 -4.73156 1211.83 6578.15 -1.95156e-11 -2631.26 484.732 4.73156 1211.83 6578.15
|
||||
0.7 0 2256.38 -384.861 -3.93809 962.151 5640.94 0 -2256.38 384.861 3.93809 962.151 5640.94
|
||||
0.71 0 1821.53 -341.62 -3.30406 854.05 4553.82 0 -1821.53 341.62 3.30406 854.05 4553.82
|
||||
0.72 0 1356.26 -340.154 -2.79877 850.386 3390.65 0 -1356.26 340.154 2.79877 850.386 3390.65
|
||||
0.73 -1.95156e-11 898.269 -360 -2.37699 899.999 2245.67 1.95156e-11 -898.269 360 2.37699 899.999 2245.67
|
||||
0.74 0 476.357 -378.935 -1.98029 947.336 1190.89 0 -476.357 378.935 1.98029 947.336 1190.89
|
||||
0.75 0 97.9772 -376.816 -1.54061 942.041 244.943 0 -97.9772 376.816 1.54061 942.041 244.943
|
||||
0.76 0 -252.878 -338.081 -0.986554 845.204 -632.196 0 252.878 338.081 0.986554 845.204 -632.196
|
||||
0.77 0 -606.645 -252.391 -0.252933 630.978 -1516.61 0 606.645 252.391 0.252933 630.978 -1516.61
|
||||
0.78 -4.87891e-12 -992.437 -114.01 0.707174 285.026 -2481.09 4.87891e-12 992.437 114.01 -0.707174 285.026 -2481.09
|
||||
0.79 -2.43945e-12 -1423.08 78.9174 1.91096 -197.294 -3557.69 2.43945e-12 1423.08 -78.9174 -1.91096 -197.294 -3557.69
|
||||
0.8 0 -1887.8 324.399 3.33943 -810.998 -4719.5 0 1887.8 -324.399 -3.33943 -810.998 -4719.5
|
||||
0.81 0 -2355.63 615.974 4.93889 -1539.93 -5889.06 0 2355.63 -615.974 -4.93889 -1539.93 -5889.06
|
||||
0.82 0 -2787.23 942.079 6.62966 -2355.2 -6968.08 0 2787.23 -942.079 -6.62966 -2355.2 -6968.08
|
||||
0.83 0 -3149.48 1286.02 8.3185 -3215.05 -7873.7 0 3149.48 -1286.02 -8.3185 -3215.05 -7873.7
|
||||
0.84 7.80626e-11 -3425.96 1626.79 9.91009 -4066.98 -8564.91 -7.80626e-11 3425.96 -1626.79 -9.91009 -4066.98 -8564.91
|
||||
0.85 -7.80626e-11 -3619.25 1940.72 11.315 -4851.8 -9048.11 7.80626e-11 3619.25 -1940.72 -11.315 -4851.8 -9048.11
|
||||
0.86 0 -3744.53 2203.84 12.4538 -5509.6 -9361.33 0 3744.53 -2203.84 -12.4538 -5509.6 -9361.33
|
||||
0.87 7.80626e-11 -3818.4 2394.79 13.2588 -5986.97 -9546 -7.80626e-11 3818.4 -2394.79 -13.2588 -5986.97 -9546
|
||||
0.88 0 -3848.22 2497.64 13.6757 -6244.1 -9620.55 0 3848.22 -2497.64 -13.6757 -6244.1 -9620.55
|
||||
0.89 0 -3827.35 2503.96 13.6669 -6259.91 -9568.39 0 3827.35 -2503.96 -13.6669 -6259.91 -9568.39
|
||||
0.9 0 -3738.19 2413.41 13.216 -6033.54 -9345.46 0 3738.19 -2413.41 -13.216 -6033.54 -9345.46
|
||||
0.91 0 -3561.33 2232.82 12.3324 -5582.06 -8903.32 0 3561.33 -2232.82 -12.3324 -5582.06 -8903.32
|
||||
0.92 7.80626e-11 -3286.4 1974.43 11.0545 -4936.06 -8216 -7.80626e-11 3286.4 -1974.43 -11.0545 -4936.06 -8216
|
||||
0.93 0 -2919.2 1654.08 9.44914 -4135.19 -7298.01 0 2919.2 -1654.08 -9.44914 -4135.19 -7298.01
|
||||
0.94 0 -2482.08 1289.98 7.60709 -3224.95 -6205.2 0 2482.08 -1289.98 -7.60709 -3224.95 -6205.2
|
||||
0.95 3.90313e-11 -2007.38 901.892 5.63347 -2254.73 -5018.46 -3.90313e-11 2007.38 -901.892 -5.63347 -2254.73 -5018.46
|
||||
0.96 0 -1527.26 510.416 3.63638 -1276.04 -3818.16 0 1527.26 -510.416 -3.63638 -1276.04 -3818.16
|
||||
0.97 -9.75782e-12 -1064.33 136.025 1.71521 -340.063 -2660.82 9.75782e-12 1064.33 -136.025 -1.71521 -340.063 -2660.82
|
||||
0.98 9.75782e-12 -627.098 -202.316 -0.0484304 505.791 -1567.75 -9.75782e-12 627.098 202.316 0.0484304 505.791 -1567.75
|
||||
0.99 -1.95156e-11 -211.892 -488.792 -1.59553 1221.98 -529.73 1.95156e-11 211.892 488.792 1.59553 1221.98 -529.73
|
||||
1 0 190.378 -712.373 -2.89031 1780.93 475.946 0 -190.378 712.373 2.89031 1780.93 475.946
|
||||
1.01 0 585.947 -868.133 -3.91813 2170.33 1464.87 0 -585.947 868.133 3.91813 2170.33 1464.87
|
||||
1.02 0 972.515 -957.869 -4.68272 2394.67 2431.29 0 -972.515 957.869 4.68272 2394.67 2431.29
|
||||
1.03 3.90313e-11 1338.67 -989.747 -5.20412 2474.37 3346.69 -3.90313e-11 -1338.67 989.747 5.20412 2474.37 3346.69
|
||||
1.04 0 1668.38 -976.929 -5.51746 2442.32 4170.96 0 -1668.38 976.929 5.51746 2442.32 4170.96
|
||||
1.05 0 1948.07 -935.452 -5.67118 2338.63 4870.18 0 -1948.07 935.452 5.67118 2338.63 4870.18
|
||||
1.06 0 2172.77 -881.934 -5.72375 2204.83 5431.93 0 -2172.77 881.934 5.72375 2204.83 5431.93
|
||||
1.07 0 2348.31 -831.639 -5.73808 2079.1 5870.77 0 -2348.31 831.639 5.73808 2079.1 5870.77
|
||||
1.08 0 2488.6 -797.203 -5.77409 1993.01 6221.51 0 -2488.6 797.203 5.77409 1993.01 6221.51
|
||||
1.09 0 2609.41 -787.987 -5.88074 1969.97 6523.53 0 -2609.41 787.987 5.88074 1969.97 6523.53
|
||||
1.1 0 2721.34 -809.794 -6.08904 2024.48 6803.36 0 -2721.34 809.794 6.08904 2024.48 6803.36
|
||||
1.11 0 2825.35 -864.69 -6.40747 2161.72 7063.37 0 -2825.35 864.69 6.40747 2161.72 7063.37
|
||||
1.12 0 2912.49 -950.802 -6.82097 2377.01 7281.22 0 -2912.49 950.802 6.82097 2377.01 7281.22
|
||||
1.13 0 2967.86 -1062.17 -7.29372 2655.43 7419.65 0 -2967.86 1062.17 7.29372 2655.43 7419.65
|
||||
1.14 3.90313e-11 2976.75 -1188.85 -7.77479 2972.13 7441.86 -3.90313e-11 -2976.75 1188.85 7.77479 2972.13 7441.86
|
||||
1.15 0 2930.11 -1317.46 -8.2052 3293.64 7325.27 0 -2930.11 1317.46 8.2052 3293.64 7325.27
|
||||
1.16 0 2827.11 -1432.29 -8.52446 3580.73 7067.77 0 -2827.11 1432.29 8.52446 3580.73 7067.77
|
||||
1.17 0 2673.74 -1517 -8.67571 3792.49 6684.35 0 -2673.74 1517 8.67571 3792.49 6684.35
|
||||
1.18 -7.80626e-11 2478.71 -1556.48 -8.60948 3891.2 6196.77 7.80626e-11 -2478.71 1556.48 8.60948 3891.2 6196.77
|
||||
1.19 0 2248.71 -1538.82 -8.28668 3847.04 5621.78 0 -2248.71 1538.82 8.28668 3847.04 5621.78
|
||||
1.2 0 1985.53 -1456.68 -7.68165 3641.71 4963.83 0 -1985.53 1456.68 7.68165 3641.71 4963.83
|
||||
1.21 0 1686.3 -1308.14 -6.78544 3270.35 4215.75 0 -1686.3 1308.14 6.78544 3270.35 4215.75
|
||||
1.22 0 1346.69 -1096.63 -5.60857 2741.57 3366.73 0 -1346.69 1096.63 5.60857 2741.57 3366.73
|
||||
1.23 -3.90313e-11 965.437 -830.371 -4.18267 2075.93 2413.59 3.90313e-11 -965.437 830.371 4.18267 2075.93 2413.59
|
||||
1.24 0 547.949 -521.434 -2.55986 1303.58 1369.87 0 -547.949 521.434 2.55986 1303.58 1369.87
|
||||
1.25 9.75782e-12 107.345 -184.652 -0.809674 461.631 268.363 -9.75782e-12 -107.345 184.652 0.809674 461.631 268.363
|
||||
1.26 -9.75782e-12 -337.629 163.36 0.986652 -408.399 -844.073 9.75782e-12 337.629 -163.36 -0.986652 -408.399 -844.073
|
||||
1.27 1.95156e-11 -766.877 505.167 2.74352 -1262.92 -1917.19 -1.95156e-11 766.877 -505.167 -2.74352 -1262.92 -1917.19
|
||||
1.28 0 -1163.56 823.511 4.3789 -2058.78 -2908.91 0 1163.56 -823.511 -4.3789 -2058.78 -2908.91
|
||||
1.29 -3.90313e-11 -1517.18 1102.44 5.82135 -2756.09 -3792.95 3.90313e-11 1517.18 -1102.44 -5.82135 -2756.09 -3792.95
|
||||
1.3 7.80626e-11 -1823.9 1328.52 7.01513 -3321.3 -4559.75 -7.80626e-11 1823.9 -1328.52 -7.01513 -3321.3 -4559.75
|
||||
1.31 0 -2084.48 1492.09 7.92296 -3730.22 -5211.2 0 2084.48 -1492.09 -7.92296 -3730.22 -5211.2
|
||||
1.32 -7.80626e-11 -2300.86 1588.16 8.52669 -3970.41 -5752.16 7.80626e-11 2300.86 -1588.16 -8.52669 -3970.41 -5752.16
|
||||
1.33 0 -2473.31 1616.96 8.82671 -4042.4 -6183.27 0 2473.31 -1616.96 -8.82671 -4042.4 -6183.27
|
||||
1.34 0 -2599.31 1583.77 8.8406 -3959.43 -6498.27 0 2599.31 -1583.77 -8.8406 -3959.43 -6498.27
|
||||
1.35 0 -2674.74 1498.23 8.60131 -3745.57 -6686.85 0 2674.74 -1498.23 -8.60131 -3745.57 -6686.85
|
||||
1.36 0 -2696.44 1373.08 8.15474 -3432.69 -6741.1 0 2696.44 -1373.08 -8.15474 -3432.69 -6741.1
|
||||
1.37 0 -2664.91 1222.72 7.55641 -3056.79 -6662.27 0 2664.91 -1222.72 -7.55641 -3056.79 -6662.27
|
||||
1.38 3.90313e-11 -2585.65 1061.68 6.86691 -2654.2 -6464.13 -3.90313e-11 2585.65 -1061.68 -6.86691 -2654.2 -6464.13
|
||||
1.39 0 -2468.48 903.398 6.14645 -2258.5 -6171.19 0 2468.48 -903.398 -6.14645 -2258.5 -6171.19
|
||||
1.4 0 -2325.01 759.204 5.44896 -1898.01 -5812.52 0 2325.01 -759.204 -5.44896 -1898.01 -5812.52
|
||||
1.41 0 -2165.41 637.691 4.8167 -1594.23 -5413.53 0 2165.41 -637.691 -4.8167 -1594.23 -5413.53
|
||||
1.42 0 -1995.83 544.267 4.2763 -1360.67 -4989.58 0 1995.83 -544.267 -4.2763 -1360.67 -4989.58
|
||||
1.43 1.95156e-11 -1817.49 480.876 3.8369 -1202.19 -4543.73 -1.95156e-11 1817.49 -480.876 -3.8369 -1202.19 -4543.73
|
||||
1.44 0 -1627.75 445.888 3.49065 -1114.72 -4069.38 0 1627.75 -445.888 -3.49065 -1114.72 -4069.38
|
||||
1.45 0 -1422.55 434.21 3.21525 -1085.53 -3556.37 0 1422.55 -434.21 -3.21525 -1085.53 -3556.37
|
||||
1.46 0 -1199 437.726 2.97793 -1094.32 -2997.5 0 1199 -437.726 -2.97793 -1094.32 -2997.5
|
||||
1.47 -1.95156e-11 -957.071 446.093 2.7399 -1115.23 -2392.68 1.95156e-11 957.071 -446.093 -2.7399 -1115.23 -2392.68
|
||||
1.48 0 -699.708 447.874 2.46083 -1119.68 -1749.27 0 699.708 -447.874 -2.46083 -1119.68 -1749.27
|
||||
1.49 0 -431.553 431.867 2.1028 -1079.67 -1078.88 0 431.553 -431.867 -2.1028 -1079.67 -1078.88
|
||||
1.5 0 -157.072 388.458 1.63381 -971.145 -392.681 0 157.072 -388.458 -1.63381 -971.145 -392.681
|
||||
1.51 0 120.9 310.768 1.03096 -776.919 302.249 0 -120.9 -310.768 -1.03096 -776.919 302.249
|
||||
1.52 0 401.44 195.442 0.283132 -488.604 1003.6 0 -401.44 -195.442 -0.283132 -488.604 1003.6
|
||||
1.53 2.43945e-12 684.509 42.9899 -0.606742 -107.475 1711.27 -2.43945e-12 -684.509 -42.9899 0.606742 -107.475 1711.27
|
||||
1.54 0 969.125 -142.312 -1.62054 355.779 2422.81 0 -969.125 142.312 1.62054 355.779 2422.81
|
||||
1.55 0 1251.64 -352.866 -2.72513 882.166 3129.1 0 -1251.64 352.866 2.72513 882.166 3129.1
|
||||
1.56 0 1524.98 -578.429 -3.87429 1446.07 3812.46 0 -1524.98 578.429 3.87429 1446.07 3812.46
|
||||
1.57 0 1779.24 -806.902 -5.0123 2017.25 4448.09 0 -1779.24 806.902 5.0123 2017.25 4448.09
|
||||
1.58 -3.90313e-11 2003.41 -1025.2 -6.0788 2562.99 5008.51 3.90313e-11 -2003.41 1025.2 6.0788 2562.99 5008.51
|
||||
1.59 0 2187.6 -1220.16 -7.01423 3050.41 5469 0 -2187.6 1220.16 7.01423 3050.41 5469
|
||||
1.6 0 2324.82 -1379.54 -7.76516 3448.86 5812.06 0 -2324.82 1379.54 7.76516 3448.86 5812.06
|
||||
1.61 0 2411.71 -1492.97 -8.28864 3732.43 6029.28 0 -2411.71 1492.97 8.28864 3732.43 6029.28
|
||||
1.62 0 2448.09 -1552.89 -8.5554 3882.22 6120.22 0 -2448.09 1552.89 8.5554 3882.22 6120.22
|
||||
1.63 0 2435.72 -1555.27 -8.55158 3888.17 6089.29 0 -2435.72 1555.27 8.55158 3888.17 6089.29
|
||||
1.64 -7.80626e-11 2376.97 -1500.06 -8.27919 3750.16 5942.43 7.80626e-11 -2376.97 1500.06 8.27919 3750.16 5942.43
|
||||
1.65 0 2274.04 -1391.23 -7.75555 3478.08 5685.1 0 -2274.04 1391.23 7.75555 3478.08 5685.1
|
||||
1.66 0 2128.98 -1236.36 -7.01192 3090.91 5322.45 0 -2128.98 1236.36 7.01192 3090.91 5322.45
|
||||
1.67 -3.90313e-11 1944.55 -1045.92 -6.09127 2614.79 4861.37 3.90313e-11 -1944.55 1045.92 6.09127 2614.79 4861.37
|
||||
1.68 0 1725.19 -832.225 -5.04533 2080.56 4312.98 0 -1725.19 832.225 5.04533 2080.56 4312.98
|
||||
1.69 0 1477.65 -608.389 -3.93084 1520.97 3694.13 0 -1477.65 608.389 3.93084 1520.97 3694.13
|
||||
1.7 -1.95156e-11 1210.76 -387.183 -2.80521 967.958 3026.89 1.95156e-11 -1210.76 387.183 2.80521 967.958 3026.89
|
||||
1.71 0 934.346 -180.121 -1.72196 450.303 2335.86 0 -934.346 180.121 1.72196 450.303 2335.86
|
||||
1.72 1.82959e-12 657.726 3.31714 -0.726377 -8.29286 1644.31 -1.82959e-12 -657.726 -3.31714 0.726377 -8.29286 1644.31
|
||||
1.73 0 388.25 156.253 0.147909 -390.631 970.624 0 -388.25 -156.253 -0.147909 -390.631 970.624
|
||||
1.74 0 130.529 274.782 0.881047 -686.954 326.322 0 -130.529 -274.782 -0.881047 -686.954 326.322
|
||||
1.75 -1.95156e-11 -113.462 358.148 1.46756 -895.371 -283.655 1.95156e-11 113.462 -358.148 -1.46756 -895.371 -283.655
|
||||
1.76 0 -343.525 408.692 1.91541 -1021.73 -858.813 0 343.525 -408.692 -1.91541 -1021.73 -858.813
|
||||
1.77 0 -560.071 431.541 2.2438 -1078.85 -1400.18 0 560.071 -431.541 -2.2438 -1078.85 -1400.18
|
||||
1.78 -1.95156e-11 -763.14 434.042 2.48017 -1085.1 -1907.85 1.95156e-11 763.14 -434.042 -2.48017 -1085.1 -1907.85
|
||||
1.79 0 -952.004 424.955 2.65673 -1062.39 -2380.01 0 952.004 -424.955 -2.65673 -1062.39 -2380.01
|
||||
1.8 0 -1125.38 413.486 2.80698 -1033.72 -2813.46 0 1125.38 -413.486 -2.80698 -1033.72 -2813.46
|
||||
1.81 0 -1282.06 408.266 2.96234 -1020.67 -3205.14 0 1282.06 -408.266 -2.96234 -1020.67 -3205.14
|
||||
1.82 1.95156e-11 -1421.43 416.417 3.14905 -1041.04 -3553.58 -1.95156e-11 1421.43 -416.417 -3.14905 -1041.04 -3553.58
|
||||
1.83 0 -1543.75 442.811 3.38556 -1107.03 -3859.37 0 1543.75 -442.811 -3.38556 -1107.03 -3859.37
|
||||
1.84 0 -1649.69 489.614 3.68039 -1224.03 -4124.23 0 1649.69 -489.614 -3.68039 -1224.03 -4124.23
|
||||
1.85 0 -1739.68 556.119 4.0309 -1390.3 -4349.19 0 1739.68 -556.119 -4.0309 -1390.3 -4349.19
|
||||
1.86 0 -1813.02 638.882 4.42311 -1597.21 -4532.56 0 1813.02 -638.882 -4.42311 -1597.21 -4532.56
|
||||
1.87 0 -1867.48 732.081 4.83261 -1830.2 -4668.71 0 1867.48 -732.081 -4.83261 -1830.2 -4668.71
|
||||
1.88 0 -1899.37 828.062 5.22684 -2070.15 -4748.42 0 1899.37 -828.062 -5.22684 -2070.15 -4748.42
|
||||
1.89 0 -1904.23 918.003 5.56818 -2295.01 -4760.56 0 1904.23 -918.003 -5.56818 -2295.01 -4760.56
|
||||
1.9 0 -1877.88 992.675 5.81775 -2481.69 -4694.71 0 1877.88 -992.675 -5.81775 -2481.69 -4694.71
|
||||
1.91 0 -1817.4 1043.23 5.93937 -2608.08 -4543.5 0 1817.4 -1043.23 -5.93937 -2608.08 -4543.5
|
||||
1.92 0 -1721.69 1062.02 5.90308 -2655.04 -4304.23 0 1721.69 -1062.02 -5.90308 -2655.04 -4304.23
|
||||
1.93 0 -1591.57 1043.31 5.68809 -2608.26 -3978.92 0 1591.57 -1043.31 -5.68809 -2608.26 -3978.92
|
||||
1.94 0 -1429.39 983.905 5.28473 -2459.76 -3573.48 0 1429.39 -983.905 -5.28473 -2459.76 -3573.48
|
||||
1.95 0 -1238.49 883.555 4.6955 -2208.89 -3096.23 0 1238.49 -883.555 -4.6955 -2208.89 -3096.23
|
||||
1.96 0 -1022.71 745.048 3.93511 -1862.62 -2556.78 0 1022.71 -745.048 -3.93511 -1862.62 -2556.78
|
||||
1.97 0 -786.248 574.056 3.02966 -1435.14 -1965.62 0 786.248 -574.056 -3.02966 -1435.14 -1965.62
|
||||
1.98 -1.95156e-11 -533.806 378.677 2.01502 -946.692 -1334.52 1.95156e-11 533.806 -378.677 -2.01502 -946.692 -1334.52
|
||||
1.99 -9.75782e-12 -270.878 168.76 0.934493 -421.899 -677.194 9.75782e-12 270.878 -168.76 -0.934493 -421.899 -677.194
|
||||
2 4.87891e-12 -3.92356 -44.9064 -0.164154 112.266 -9.8089 -4.87891e-12 3.92356 44.9064 0.164154 112.266 -9.8089
|
||||
2.01 0 259.765 -251.452 -1.23214 628.629 649.411 0 -259.765 251.452 1.23214 628.629 649.411
|
||||
2.02 0 512.581 -440.747 -2.22324 1101.87 1281.45 0 -512.581 440.747 2.22324 1101.87 1281.45
|
||||
2.03 0 747.377 -604.124 -3.0973 1510.31 1868.44 0 -747.377 604.124 3.0973 1510.31 1868.44
|
||||
2.04 0 958.252 -734.961 -3.82311 1837.4 2395.63 0 -958.252 734.961 3.82311 1837.4 2395.63
|
||||
2.05 0 1141.1 -829.093 -4.38051 2072.73 2852.75 0 -1141.1 829.093 4.38051 2072.73 2852.75
|
||||
2.06 0 1293.75 -885.038 -4.76139 2212.6 3234.38 0 -1293.75 885.038 4.76139 2212.6 3234.38
|
||||
2.07 0 1415.73 -904.026 -4.96958 2260.06 3539.31 0 -1415.73 904.026 4.96958 2260.06 3539.31
|
||||
2.08 0 1507.71 -889.803 -5.01965 2224.51 3769.28 0 -1507.71 889.803 5.01965 2224.51 3769.28
|
||||
2.09 0 1571.03 -848.234 -4.93493 2120.58 3927.57 0 -1571.03 848.234 4.93493 2120.58 3927.57
|
||||
2.1 0 1607.26 -786.71 -4.74491 1966.78 4018.16 0 -1607.26 786.71 4.74491 1966.78 4018.16
|
||||
2.11 0 1618.13 -713.426 -4.48236 1783.56 4045.32 0 -1618.13 713.426 4.48236 1783.56 4045.32
|
||||
2.12 0 1605.54 -636.582 -4.18033 1591.45 4013.85 0 -1605.54 636.582 4.18033 1591.45 4013.85
|
||||
2.13 0 1571.74 -563.619 -3.86935 1409.05 3929.35 0 -1571.74 563.619 3.86935 1409.05 3929.35
|
||||
2.14 0 1519.3 -500.554 -3.57482 1251.38 3798.25 0 -1519.3 500.554 3.57482 1251.38 3798.25
|
||||
2.15 0 1450.93 -451.481 -3.31499 1128.7 3627.33 0 -1450.93 451.481 3.31499 1128.7 3627.33
|
||||
2.16 0 1369.13 -418.295 -3.09955 1045.74 3422.82 0 -1369.13 418.295 3.09955 1045.74 3422.82
|
||||
2.17 0 1275.74 -400.628 -2.92905 1001.57 3189.35 0 -1275.74 400.628 2.92905 1001.57 3189.35
|
||||
2.18 0 1171.73 -396.001 -2.79519 990.001 2929.31 0 -1171.73 396.001 2.79519 990.001 2929.31
|
||||
2.19 0 1057.09 -400.15 -2.68207 1000.38 2642.72 0 -1057.09 400.15 2.68207 1000.38 2642.72
|
||||
2.2 0 931.168 -407.502 -2.56823 1018.76 2327.92 0 -931.168 407.502 2.56823 1018.76 2327.92
|
||||
2.21 0 793.099 -411.747 -2.42924 1029.37 1982.75 0 -793.099 411.747 2.42924 1029.37 1982.75
|
||||
2.22 0 642.341 -406.475 -2.24063 1016.19 1605.85 0 -642.341 406.475 2.24063 1016.19 1605.85
|
||||
2.23 0 479.08 -385.829 -1.98069 964.572 1197.7 0 -479.08 385.829 1.98069 964.572 1197.7
|
||||
2.24 0 304.424 -345.119 -1.63301 862.798 761.059 0 -304.424 345.119 1.63301 862.798 761.059
|
||||
2.25 0 120.358 -281.345 -1.18844 703.364 300.896 0 -120.358 281.345 1.18844 703.364 300.896
|
||||
2.26 0 -70.4346 -193.57 -0.646344 483.924 -176.086 0 70.4346 193.57 0.646344 483.924 -176.086
|
||||
2.27 -4.87891e-12 -264.792 -83.097 -0.0150951 207.743 -661.98 4.87891e-12 264.792 83.097 0.0150951 207.743 -661.98
|
||||
2.28 0 -459.206 46.5579 0.688183 -116.395 -1148.01 0 459.206 -46.5579 -0.688183 -116.395 -1148.01
|
||||
2.29 0 -649.854 189.922 1.43861 -474.805 -1624.64 0 649.854 -189.922 -1.43861 -474.805 -1624.64
|
||||
2.3 0 -832.569 339.997 2.20519 -849.993 -2081.42 0 832.569 -339.997 -2.20519 -849.993 -2081.42
|
||||
2.31 0 -1002.83 488.835 2.95303 -1222.09 -2507.08 0 1002.83 -488.835 -2.95303 -1222.09 -2507.08
|
||||
2.32 0 -1155.91 628.183 3.64593 -1570.46 -2889.77 0 1155.91 -628.183 -3.64593 -1570.46 -2889.77
|
||||
2.33 0 -1287.11 750.15 4.24918 -1875.37 -3217.78 0 1287.11 -750.15 -4.24918 -1875.37 -3217.78
|
||||
2.34 0 -1392.23 847.82 4.7323 -2119.55 -3480.58 0 1392.23 -847.82 -4.7323 -2119.55 -3480.58
|
||||
2.35 0 -1467.97 915.79 5.07146 -2289.48 -3669.91 0 1467.97 -915.79 -5.07146 -2289.48 -3669.91
|
||||
2.36 0 -1512.27 950.567 5.25135 -2376.42 -3780.69 0 1512.27 -950.567 -5.25135 -2376.42 -3780.69
|
||||
2.37 0 -1524.54 950.824 5.26626 -2377.06 -3811.34 0 1524.54 -950.824 -5.26626 -2377.06 -3811.34
|
||||
2.38 0 -1505.5 917.483 5.12039 -2293.71 -3763.74 0 1505.5 -917.483 -5.12039 -2293.71 -3763.74
|
||||
2.39 0 -1457.05 853.615 4.82726 -2134.04 -3642.63 0 1457.05 -853.615 -4.82726 -2134.04 -3642.63
|
||||
2.4 0 -1381.93 764.176 4.4084 -1910.44 -3454.83 0 1381.93 -764.176 -4.4084 -1910.44 -3454.83
|
||||
2.41 0 -1283.43 655.571 3.89148 -1638.93 -3208.57 0 1283.43 -655.571 -3.89148 -1638.93 -3208.57
|
||||
2.42 0 -1165.18 535.11 3.308 -1337.78 -2912.94 0 1165.18 -535.11 -3.308 -1337.78 -2912.94
|
||||
2.43 0 -1031.03 410.39 2.69079 -1025.98 -2577.57 0 1031.03 -410.39 -2.69079 -1025.98 -2577.57
|
||||
2.44 0 -884.961 288.66 2.07151 -721.649 -2212.4 0 884.961 -288.66 -2.07151 -721.649 -2212.4
|
||||
2.45 0 -730.993 176.244 1.47837 -440.611 -1827.48 0 730.993 -176.244 -1.47837 -440.611 -1827.48
|
||||
2.46 -2.43945e-12 -572.993 78.0725 0.934118 -195.181 -1432.48 2.43945e-12 572.993 -78.0725 -0.934118 -195.181 -1432.48
|
||||
2.47 -1.52466e-12 -414.472 -2.65135 0.454609 6.62838 -1036.18 1.52466e-12 414.472 2.65135 -0.454609 6.62838 -1036.18
|
||||
2.48 2.43945e-12 -258.337 -64.606 0.0479658 161.515 -645.844 -2.43945e-12 258.337 64.606 -0.0479658 161.515 -645.844
|
||||
2.49 0 -106.719 -108.34 -0.285528 270.849 -266.797 0 106.719 108.34 0.285528 270.849 -266.797
|
||||
2.5 0 39.0857 -136.095 -0.552809 340.237 97.7144 0 -39.0857 136.095 0.552809 340.237 97.7144
|
||||
2.51 0 178.509 -151.494 -0.766753 378.736 446.272 0 -178.509 151.494 0.766753 378.736 446.272
|
||||
2.52 0 311.484 -159.118 -0.944356 397.795 778.709 0 -311.484 159.118 0.944356 397.795 778.709
|
||||
2.53 0 438.15 -164.006 -1.10458 410.014 1095.38 0 -438.15 164.006 1.10458 410.014 1095.38
|
||||
2.54 0 558.577 -171.13 -1.26609 427.824 1396.44 0 -558.577 171.13 1.26609 427.824 1396.44
|
||||
2.55 0 672.565 -184.877 -1.44511 462.192 1681.41 0 -672.565 184.877 1.44511 462.192 1681.41
|
||||
2.56 0 779.56 -208.592 -1.65359 521.479 1948.9 0 -779.56 208.592 1.65359 521.479 1948.9
|
||||
2.57 0 878.65 -244.217 -1.89786 610.542 2196.62 0 -878.65 244.217 1.89786 610.542 2196.62
|
||||
2.58 -9.75782e-12 968.622 -292.075 -2.17778 730.188 2421.56 9.75782e-12 -968.622 292.075 2.17778 730.188 2421.56
|
||||
2.59 0 1048.02 -350.808 -2.48664 877.019 2620.04 0 -1048.02 350.808 2.48664 877.019 2620.04
|
||||
2.6 0 1115.16 -417.478 -2.81153 1043.7 2787.91 0 -1115.16 417.478 2.81153 1043.7 2787.91
|
||||
2.61 0 1168.2 -487.833 -3.1344 1219.58 2920.51 0 -1168.2 487.833 3.1344 1219.58 2920.51
|
||||
2.62 0 1205.13 -556.685 -3.43353 1391.71 3012.82 0 -1205.13 556.685 3.43353 1391.71 3012.82
|
||||
2.63 0 1223.88 -618.38 -3.68545 1545.95 3059.71 0 -1223.88 618.38 3.68545 1545.95 3059.71
|
||||
2.64 0 1222.53 -667.311 -3.86702 1668.28 3056.33 0 -1222.53 667.311 3.86702 1668.28 3056.33
|
||||
2.65 0 1199.48 -698.419 -3.95757 1746.05 2998.71 0 -1199.48 698.419 3.95757 1746.05 2998.71
|
||||
2.66 0 1153.75 -707.646 -3.94084 1769.11 2884.38 0 -1153.75 707.646 3.94084 1769.11 2884.38
|
||||
2.67 0 1085.17 -692.304 -3.80663 1730.76 2712.91 0 -1085.17 692.304 3.80663 1730.76 2712.91
|
||||
2.68 0 994.492 -651.336 -3.55182 1628.34 2486.23 0 -994.492 651.336 3.55182 1628.34 2486.23
|
||||
2.69 0 883.455 -585.428 -3.18088 1463.57 2208.64 0 -883.455 585.428 3.18088 1463.57 2208.64
|
||||
2.7 0 754.627 -496.996 -2.70569 1242.49 1886.57 0 -754.627 496.996 2.70569 1242.49 1886.57
|
||||
2.71 0 611.262 -390.016 -2.14473 975.039 1528.16 0 -611.262 390.016 2.14473 975.039 1528.16
|
||||
2.72 9.75782e-12 457.094 -269.722 -1.52179 674.305 1142.74 -9.75782e-12 -457.094 269.722 1.52179 674.305 1142.74
|
||||
2.73 -4.87891e-12 296.138 -142.209 -0.864177 355.523 740.345 4.87891e-12 -296.138 142.209 0.864177 355.523 740.345
|
||||
2.74 1.21973e-12 132.524 -13.9513 -0.20079 34.8781 331.31 -1.21973e-12 -132.524 13.9513 0.20079 34.8781 331.31
|
||||
2.75 0 -29.6509 108.7 0.439974 -271.751 -74.1274 0 29.6509 -108.7 -0.439974 -271.751 -74.1274
|
||||
2.76 -9.75782e-12 -186.468 220.002 1.03221 -550.006 -466.17 9.75782e-12 186.468 -220.002 -1.03221 -550.006 -466.17
|
||||
2.77 0 -334.34 315.241 1.55425 -788.103 -835.849 0 334.34 -315.241 -1.55425 -788.103 -835.849
|
||||
2.78 0 -470.172 391.057 1.99009 -977.642 -1175.43 0 470.172 -391.057 -1.99009 -977.642 -1175.43
|
||||
2.79 0 -591.523 445.64 2.33026 -1114.1 -1478.81 0 591.523 -445.64 -2.33026 -1114.1 -1478.81
|
||||
2.8 0 -696.712 478.797 2.57217 -1196.99 -1741.78 0 696.712 -478.797 -2.57217 -1196.99 -1741.78
|
||||
2.81 0 -784.866 491.873 2.71989 -1229.68 -1962.17 0 784.866 -491.873 -2.71989 -1229.68 -1962.17
|
||||
2.82 0 -855.868 487.554 2.78333 -1218.89 -2139.67 0 855.868 -487.554 -2.78333 -1218.89 -2139.67
|
||||
2.83 0 -910.227 469.561 2.77694 -1173.9 -2275.57 0 910.227 -469.561 -2.77694 -1173.9 -2275.57
|
||||
2.84 0 -948.894 442.27 2.71816 -1105.68 -2372.24 0 948.894 -442.27 -2.71816 -1105.68 -2372.24
|
||||
2.85 0 -973.053 410.285 2.62551 -1025.71 -2432.63 0 973.053 -410.285 -2.62551 -1025.71 -2432.63
|
||||
2.86 0 -983.94 378.006 2.51687 -945.014 -2459.85 0 983.94 -378.006 -2.51687 -945.014 -2459.85
|
||||
2.87 0 -982.712 349.222 2.40772 -873.055 -2456.78 0 982.712 -349.222 -2.40772 -873.055 -2456.78
|
||||
2.88 0 -970.356 326.781 2.30987 -816.953 -2425.89 0 970.356 -326.781 -2.30987 -816.953 -2425.89
|
||||
2.89 0 -947.651 312.345 2.23041 -780.863 -2369.13 0 947.651 -312.345 -2.23041 -780.863 -2369.13
|
||||
2.9 0 -915.15 306.269 2.17132 -765.673 -2287.88 0 915.15 -306.269 -2.17132 -765.673 -2287.88
|
||||
2.91 0 -873.18 307.609 2.12939 -769.024 -2182.95 0 873.18 -307.609 -2.12939 -769.024 -2182.95
|
||||
2.92 0 -821.85 314.255 2.09685 -785.637 -2054.63 0 821.85 -314.255 -2.09685 -785.637 -2054.63
|
||||
2.93 0 -761.088 323.169 2.06221 -807.923 -1902.72 0 761.088 -323.169 -2.06221 -807.923 -1902.72
|
||||
2.94 0 -690.698 330.722 2.01165 -826.805 -1726.75 0 690.698 -330.722 -2.01165 -826.805 -1726.75
|
||||
2.95 0 -610.477 333.065 1.93055 -832.662 -1526.19 0 610.477 -333.065 -1.93055 -832.662 -1526.19
|
||||
2.96 0 -520.344 326.531 1.80512 -816.329 -1300.86 0 520.344 -326.531 -1.80512 -816.329 -1300.86
|
||||
2.97 0 -420.501 308.014 1.62396 -770.036 -1051.25 0 420.501 -308.014 -1.62396 -770.036 -1051.25
|
||||
2.98 0 -311.569 275.292 1.37947 -688.229 -778.923 0 311.569 -275.292 -1.37947 -688.229 -778.923
|
||||
2.99 0 -194.688 227.273 1.06886 -568.182 -486.72 0 194.688 -227.273 -1.06886 -568.182 -486.72
|
||||
3 0 -71.546 164.148 0.694705 -410.371 -178.865 0 71.546 -164.148 -0.694705 -410.371 -178.865
|
||||
3.01 4.87891e-12 55.6522 87.4221 0.265094 -218.555 139.131 -4.87891e-12 -55.6522 -87.4221 -0.265094 -218.555 139.131
|
||||
3.02 3.81165e-13 184.276 -0.169416 -0.2068 0.42354 460.689 -3.81165e-13 -184.276 0.169416 0.2068 0.42354 460.689
|
||||
3.03 0 311.395 -94.8474 -0.703563 237.119 778.488 0 -311.395 94.8474 0.703563 237.119 778.488
|
||||
3.04 0 433.926 -192.076 -1.20476 480.189 1084.82 0 -433.926 192.076 1.20476 480.189 1084.82
|
||||
3.05 0 548.774 -286.914 -1.68841 717.284 1371.94 0 -548.774 286.914 1.68841 717.284 1371.94
|
||||
3.06 0 652.972 -374.405 -2.13262 936.011 1632.43 0 -652.972 374.405 2.13262 936.011 1632.43
|
||||
3.07 -1.95156e-11 743.813 -449.968 -2.51722 1124.92 1859.53 1.95156e-11 -743.813 449.968 2.51722 1124.92 1859.53
|
||||
3.08 0 818.982 -509.754 -2.82519 1274.39 2047.46 0 -818.982 509.754 2.82519 1274.39 2047.46
|
||||
3.09 1.95156e-11 876.676 -550.941 -3.04395 1377.35 2191.69 -1.95156e-11 -876.676 550.941 3.04395 1377.35 2191.69
|
||||
3.1 0 915.703 -571.932 -3.16622 1429.83 2289.26 0 -915.703 571.932 3.16622 1429.83 2289.26
|
||||
3.11 0 935.56 -572.46 -3.19045 1431.15 2338.9 0 -935.56 572.46 3.19045 1431.15 2338.9
|
||||
3.12 0 936.454 -553.571 -3.12077 1383.93 2341.13 0 -936.454 553.571 3.12077 1383.93 2341.13
|
||||
3.13 0 919.263 -517.509 -2.96658 1293.77 2298.16 0 -919.263 517.509 2.96658 1293.77 2298.16
|
||||
3.14 0 885.45 -467.501 -2.74158 1168.75 2213.63 0 -885.45 467.501 2.74158 1168.75 2213.63
|
||||
3.15 -1.95156e-11 836.926 -407.469 -2.46257 1018.67 2092.31 1.95156e-11 -836.926 407.469 2.46257 1018.67 2092.31
|
||||
3.16 1.95156e-11 775.886 -341.695 -2.14804 854.238 1939.72 -1.95156e-11 -775.886 341.695 2.14804 854.238 1939.72
|
||||
3.17 9.75782e-12 704.653 -274.461 -1.81661 686.152 1761.63 -9.75782e-12 -704.653 274.461 1.81661 686.152 1761.63
|
||||
3.18 -9.75782e-12 625.529 -209.702 -1.48559 524.255 1563.82 9.75782e-12 -625.529 209.702 1.48559 524.255 1563.82
|
||||
3.19 9.75782e-12 540.682 -150.702 -1.16972 376.755 1351.7 -9.75782e-12 -540.682 150.702 1.16972 376.755 1351.7
|
||||
3.2 -4.87891e-12 452.056 -99.8506 -0.880127 249.627 1130.14 4.87891e-12 -452.056 99.8506 0.880127 249.627 1130.14
|
||||
3.21 0 361.319 -58.4939 -0.62372 146.235 903.297 0 -361.319 58.4939 0.62372 146.235 903.297
|
||||
3.22 3.65918e-12 269.826 -26.8791 -0.402941 67.1979 674.566 -3.65918e-12 -269.826 26.8791 0.402941 67.1979 674.566
|
||||
3.23 -4.42151e-12 178.613 -4.20464 -0.215939 10.5116 446.533 4.42151e-12 -178.613 4.20464 0.215939 10.5116 446.533
|
||||
3.24 3.04932e-12 88.4097 11.2367 -0.0571341 -28.0916 221.024 -3.04932e-12 -88.4097 -11.2367 0.0571341 -28.0916 221.024
|
||||
3.25 0 -0.314542 21.8341 0.081899 -54.5853 -0.786354 0 0.314542 -21.8341 -0.081899 -54.5853 -0.786354
|
||||
3.26 -1.21973e-12 -87.2778 30.3795 0.211295 -75.9488 -218.195 1.21973e-12 87.2778 -30.3795 -0.211295 -75.9488 -218.195
|
||||
3.27 2.43945e-12 -172.289 39.7573 0.34163 -99.3933 -430.724 -2.43945e-12 172.289 -39.7573 -0.34163 -99.3933 -430.724
|
||||
3.28 -2.43945e-12 -255.141 52.6336 0.482641 -131.584 -637.852 2.43945e-12 255.141 -52.6336 -0.482641 -131.584 -637.852
|
||||
3.29 2.43945e-12 -335.499 71.1714 0.642044 -177.929 -838.747 -2.43945e-12 335.499 -71.1714 -0.642044 -177.929 -838.747
|
||||
3.3 0 -412.822 96.7979 0.824571 -241.995 -1032.06 0 412.822 -96.7979 -0.824571 -241.995 -1032.06
|
||||
3.31 -4.87891e-12 -486.31 130.042 1.03131 -325.105 -1215.77 4.87891e-12 486.31 -130.042 -1.03131 -325.105 -1215.77
|
||||
3.32 0 -554.894 170.459 1.2594 -426.147 -1387.24 0 554.894 -170.459 -1.2594 -426.147 -1387.24
|
||||
3.33 0 -617.272 216.644 1.50213 -541.61 -1543.18 0 617.272 -216.644 -1.50213 -541.61 -1543.18
|
||||
3.34 0 -671.967 266.339 1.74941 -665.848 -1679.92 0 671.967 -266.339 -1.74941 -665.848 -1679.92
|
||||
3.35 0 -717.42 316.617 1.98853 -791.543 -1793.55 0 717.42 -316.617 -1.98853 -791.543 -1793.55
|
||||
3.36 0 -752.085 364.132 2.20524 -910.33 -1880.21 0 752.085 -364.132 -2.20524 -910.33 -1880.21
|
||||
3.37 0 -774.535 405.408 2.38491 -1013.52 -1936.34 0 774.535 -405.408 -2.38491 -1013.52 -1936.34
|
||||
3.38 0 -783.559 437.145 2.51383 -1092.86 -1958.9 0 783.559 -437.145 -2.51383 -1092.86 -1958.9
|
||||
3.39 0 -778.264 456.508 2.58038 -1141.27 -1945.66 0 778.264 -456.508 -2.58038 -1141.27 -1945.66
|
||||
3.4 0 -758.159 461.38 2.57611 -1153.45 -1895.4 0 758.159 -461.38 -2.57611 -1153.45 -1895.4
|
||||
3.41 0 -723.229 450.552 2.49646 -1126.38 -1808.07 0 723.229 -450.552 -2.49646 -1126.38 -1808.07
|
||||
3.42 0 -673.972 423.837 2.34131 -1059.59 -1684.93 0 673.972 -423.837 -2.34131 -1059.59 -1684.93
|
||||
3.43 0 -611.419 382.096 2.11503 -955.241 -1528.55 0 611.419 -382.096 -2.11503 -955.241 -1528.55
|
||||
3.44 0 -537.1 327.179 1.82625 -817.947 -1342.75 0 537.1 -327.179 -1.82625 -817.947 -1342.75
|
||||
3.45 0 -452.974 261.781 1.48727 -654.452 -1132.43 0 452.974 -261.781 -1.48727 -654.452 -1132.43
|
||||
3.46 0 -361.33 189.238 1.11312 -473.095 -903.325 0 361.33 -189.238 -1.11312 -473.095 -903.325
|
||||
3.47 0 -264.66 113.264 0.720497 -283.16 -661.65 0 264.66 -113.264 -0.720497 -283.16 -661.65
|
||||
3.48 0 -165.525 37.6657 0.326505 -94.1641 -413.811 0 165.525 -37.6657 -0.326505 -94.1641 -413.811
|
||||
3.49 0 -66.4235 -33.9463 -0.0525355 84.8657 -166.059 0 66.4235 33.9463 0.0525355 84.8657 -166.059
|
||||
3.5 0 30.3193 -98.4234 -0.402232 246.059 75.7982 0 -30.3193 98.4234 0.402232 246.059 75.7982
|
||||
3.51 0 122.649 -153.302 -0.711059 383.256 306.623 0 -122.649 153.302 0.711059 383.256 306.623
|
||||
3.52 9.75782e-12 208.85 -196.963 -0.97103 492.409 522.126 -9.75782e-12 -208.85 196.963 0.97103 492.409 522.126
|
||||
3.53 0 287.589 -228.714 -1.17806 571.786 718.972 0 -287.589 228.714 1.17806 571.786 718.972
|
||||
3.54 0 357.932 -248.791 -1.33199 621.979 894.829 0 -357.932 248.791 1.33199 621.979 894.829
|
||||
3.55 0 419.336 -258.281 -1.43628 645.703 1048.34 0 -419.336 258.281 1.43628 645.703 1048.34
|
||||
3.56 0 471.62 -258.972 -1.49743 647.431 1179.05 0 -471.62 258.972 1.49743 647.431 1179.05
|
||||
3.57 0 514.896 -253.15 -1.52412 632.875 1287.24 0 -514.896 253.15 1.52412 632.875 1287.24
|
||||
3.58 9.75782e-12 549.501 -243.356 -1.52624 608.391 1373.75 -9.75782e-12 -549.501 243.356 1.52624 608.391 1373.75
|
||||
3.59 0 575.896 -232.134 -1.51382 580.336 1439.74 0 -575.896 232.134 1.51382 580.336 1439.74
|
||||
3.6 0 594.581 -221.784 -1.49603 554.46 1486.45 0 -594.581 221.784 1.49603 554.46 1486.45
|
||||
3.61 0 606.006 -214.146 -1.48025 535.366 1515.01 0 -606.006 214.146 1.48025 535.366 1515.01
|
||||
3.62 -9.75782e-12 610.509 -210.437 -1.47142 526.093 1526.27 9.75782e-12 -610.509 210.437 1.47142 526.093 1526.27
|
||||
3.63 0 608.277 -211.145 -1.47158 527.863 1520.69 0 -608.277 211.145 1.47158 527.863 1520.69
|
||||
3.64 0 599.339 -216 -1.47975 539.999 1498.35 0 -599.339 216 1.47975 539.999 1498.35
|
||||
3.65 0 583.583 -224.01 -1.4921 560.026 1458.96 0 -583.583 224.01 1.4921 560.026 1458.96
|
||||
3.66 0 560.796 -233.579 -1.50241 583.948 1401.99 0 -560.796 233.579 1.50241 583.948 1401.99
|
||||
3.67 0 530.722 -242.667 -1.50276 606.667 1326.8 0 -530.722 242.667 1.50276 606.667 1326.8
|
||||
3.68 0 493.126 -249.001 -1.48437 622.501 1232.81 0 -493.126 249.001 1.48437 622.501 1232.81
|
||||
3.69 0 447.869 -250.307 -1.43859 625.768 1119.67 0 -447.869 250.307 1.43859 625.768 1119.67
|
||||
3.7 0 394.976 -244.545 -1.35779 611.363 987.439 0 -394.976 244.545 1.35779 611.363 987.439
|
||||
3.71 0 334.699 -230.115 -1.23627 575.286 836.746 0 -334.699 230.115 1.23627 575.286 836.746
|
||||
3.72 0 267.57 -206.031 -1.07094 515.076 668.925 0 -267.57 206.031 1.07094 515.076 668.925
|
||||
3.73 0 194.436 -172.04 -0.86181 430.101 486.09 0 -194.436 172.04 0.86181 430.101 486.09
|
||||
3.74 4.87891e-12 116.465 -128.676 -0.612171 321.69 291.162 -4.87891e-12 -116.465 128.676 0.612171 321.69 291.162
|
||||
3.75 -4.87891e-12 35.1287 -77.2371 -0.328544 193.093 87.8218 4.87891e-12 -35.1287 77.2371 0.328544 193.093 87.8218
|
||||
3.76 -2.43945e-12 -47.8409 -19.7086 -0.0202945 49.2716 -119.602 2.43945e-12 47.8409 19.7086 0.0202945 49.2716 -119.602
|
||||
3.77 2.43945e-12 -130.527 41.3827 0.300974 -103.457 -326.316 -2.43945e-12 130.527 -41.3827 -0.300974 -103.457 -326.316
|
||||
3.78 0 -210.915 103.158 0.622232 -257.894 -527.287 0 210.915 -103.158 -0.622232 -257.894 -527.287
|
||||
3.79 0 -286.997 162.604 0.929955 -406.509 -717.493 0 286.997 -162.604 -0.929955 -406.509 -717.493
|
||||
3.8 -9.75782e-12 -356.873 216.806 1.2111 -542.015 -892.184 9.75782e-12 356.873 -216.806 -1.2111 -542.015 -892.184
|
||||
3.81 9.75782e-12 -418.844 263.169 1.45406 -657.922 -1047.11 -9.75782e-12 418.844 -263.169 -1.45406 -657.922 -1047.11
|
||||
3.82 0 -471.493 299.61 1.64944 -749.024 -1178.73 0 471.493 -299.61 -1.64944 -749.024 -1178.73
|
||||
3.83 0 -513.748 324.709 1.79072 -811.772 -1284.37 0 513.748 -324.709 -1.79072 -811.772 -1284.37
|
||||
3.84 0 -544.922 337.801 1.87465 -844.503 -1362.3 0 544.922 -337.801 -1.87465 -844.503 -1362.3
|
||||
3.85 0 -564.725 339.008 1.90135 -847.52 -1411.81 0 564.725 -339.008 -1.90135 -847.52 -1411.81
|
||||
3.86 0 -573.263 329.199 1.87421 -822.998 -1433.16 0 573.263 -329.199 -1.87421 -822.998 -1433.16
|
||||
3.87 0 -571 309.897 1.79944 -774.741 -1427.5 0 571 -309.897 -1.79944 -774.741 -1427.5
|
||||
3.88 0 -558.711 283.127 1.68549 -707.816 -1396.78 0 558.711 -283.127 -1.68549 -707.816 -1396.78
|
||||
3.89 0 -537.408 251.235 1.54227 -628.087 -1343.52 0 537.408 -251.235 -1.54227 -628.087 -1343.52
|
||||
3.9 0 -508.258 216.68 1.3803 -541.699 -1270.65 0 508.258 -216.68 -1.3803 -541.699 -1270.65
|
||||
3.91 0 -472.502 181.826 1.20981 -454.565 -1181.26 0 472.502 -181.826 -1.20981 -454.565 -1181.26
|
||||
3.92 0 -431.366 148.751 1.03995 -371.878 -1078.41 0 431.366 -148.751 -1.03995 -371.878 -1078.41
|
||||
3.93 0 -385.992 119.087 0.878111 -297.718 -964.979 0 385.992 -119.087 -0.878111 -297.718 -964.979
|
||||
3.94 0 -337.389 93.9044 0.729424 -234.761 -843.472 0 337.389 -93.9044 -0.729424 -234.761 -843.472
|
||||
3.95 0 -286.397 73.6526 0.596516 -184.132 -715.992 0 286.397 -73.6526 -0.596516 -184.132 -715.992
|
||||
3.96 0 -233.68 58.1595 0.479487 -145.399 -584.199 0 233.68 -58.1595 -0.479487 -145.399 -584.199
|
||||
3.97 0 -179.735 46.6862 0.376131 -116.715 -449.337 0 179.735 -46.6862 -0.376131 -116.715 -449.337
|
||||
3.98 0 -124.924 38.0347 0.282366 -95.0867 -312.311 0 124.924 -38.0347 -0.282366 -95.0867 -312.311
|
||||
3.99 0 -69.5147 30.6954 0.192842 -76.7386 -173.787 0 69.5147 -30.6954 -0.192842 -76.7386 -173.787
|
||||
4 0 -13.728 23.0212 0.101639 -57.553 -34.3201 0 13.728 -23.0212 -0.101639 -57.553 -34.3201
|
||||
400
examples/space_frame_3d_results/recorders/elem_14.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_14.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 0 85.0472 1.63863 -0.146947 -4.09658 212.618 0 -85.0472 -1.63863 0.146947 -4.09658 212.618
|
||||
0.02 0 442.159 13.2038 -0.717827 -33.0094 1105.4 0 -442.159 -13.2038 0.717827 -33.0094 1105.4
|
||||
0.03 0 1176.06 53.194 -1.81466 -132.985 2940.15 0 -1176.06 -53.194 1.81466 -132.985 2940.15
|
||||
0.04 0 2205.9 146.549 -3.31648 -366.373 5514.75 0 -2205.9 -146.549 3.31648 -366.373 5514.75
|
||||
0.05 0 3315.71 317.642 -5.04687 -794.105 8289.29 0 -3315.71 -317.642 5.04687 -794.105 8289.29
|
||||
0.06 0 4273.09 586.514 -6.95646 -1466.29 10682.7 0 -4273.09 -586.514 6.95646 -1466.29 10682.7
|
||||
0.07 0 4926.58 965.797 -9.09068 -2414.49 12316.4 0 -4926.58 -965.797 9.09068 -2414.49 12316.4
|
||||
0.08 0 5240.51 1451.58 -11.4069 -3628.95 13101.3 0 -5240.51 -1451.58 11.4069 -3628.95 13101.3
|
||||
0.09 0 5307.1 2010.93 -13.7631 -5027.33 13267.8 0 -5307.1 -2010.93 13.7631 -5027.33 13267.8
|
||||
0.1 0 5299.03 2581.06 -15.9893 -6452.65 13247.6 0 -5299.03 -2581.06 15.9893 -6452.65 13247.6
|
||||
0.11 0 5389.95 3089.92 -17.9889 -7724.81 13474.9 0 -5389.95 -3089.92 17.9889 -7724.81 13474.9
|
||||
0.12 0 5667.89 3485.67 -19.7329 -8714.17 14169.7 0 -5667.89 -3485.67 19.7329 -8714.17 14169.7
|
||||
0.13 0 6077.99 3750.56 -21.1383 -9376.41 15195 0 -6077.99 -3750.56 21.1383 -9376.41 15195
|
||||
0.14 0 6448.98 3889.01 -22.0196 -9722.52 16122.4 0 -6448.98 -3889.01 22.0196 -9722.52 16122.4
|
||||
0.15 0 6580.02 3904.47 -22.148 -9761.17 16450.1 0 -6580.02 -3904.47 22.148 -9761.17 16450.1
|
||||
0.16 0 6341.34 3789.12 -21.3796 -9472.81 15853.4 0 -6341.34 -3789.12 21.3796 -9472.81 15853.4
|
||||
0.17 0 5733.2 3533.65 -19.7407 -8834.13 14333 0 -5733.2 -3533.65 19.7407 -8834.13 14333
|
||||
0.18 0 4873.3 3141.94 -17.3901 -7854.84 12183.3 0 -4873.3 -3141.94 17.3901 -7854.84 12183.3
|
||||
0.19 0 3936.91 2633.37 -14.5345 -6583.43 9842.27 0 -3936.91 -2633.37 14.5345 -6583.43 9842.27
|
||||
0.2 0 3081.33 2033.19 -11.3601 -5082.98 7703.32 0 -3081.33 -2033.19 11.3601 -5082.98 7703.32
|
||||
0.21 0 2387.45 1365.95 -8.01848 -3414.86 5968.61 0 -2387.45 -1365.95 8.01848 -3414.86 5968.61
|
||||
0.22 3.90313e-11 1838.21 661.4 -4.6459 -1653.5 4595.51 -3.90313e-11 -1838.21 -661.4 4.6459 -1653.5 4595.51
|
||||
0.23 -9.75782e-12 1337.21 -35.7883 -1.36792 89.4708 3343.01 9.75782e-12 -1337.21 35.7883 1.36792 89.4708 3343.01
|
||||
0.24 0 763.061 -668.878 1.70594 1672.2 1907.65 0 -763.061 668.878 -1.70594 1672.2 1907.65
|
||||
0.25 0 35.7829 -1187.72 4.48494 2969.29 89.4573 0 -35.7829 1187.72 -4.48494 2969.29 89.4573
|
||||
0.26 0 -837.534 -1568.6 6.88917 3921.51 -2093.84 0 837.534 1568.6 -6.88917 3921.51 -2093.84
|
||||
0.27 0 -1761.51 -1818.08 8.84096 4545.19 -4403.77 0 1761.51 1818.08 -8.84096 4545.19 -4403.77
|
||||
0.28 0 -2597.4 -1958.83 10.2751 4897.08 -6493.51 0 2597.4 1958.83 -10.2751 4897.08 -6493.51
|
||||
0.29 0 -3228.1 -2012.25 11.1638 5030.63 -8070.24 0 3228.1 2012.25 -11.1638 5030.63 -8070.24
|
||||
0.3 0 -3608.88 -1992.22 11.5402 4980.56 -9022.2 0 3608.88 1992.22 -11.5402 4980.56 -9022.2
|
||||
0.31 0 -3781.5 -1911.09 11.5052 4777.73 -9453.75 0 3781.5 1911.09 -11.5052 4777.73 -9453.75
|
||||
0.32 0 -3848.96 -1786.88 11.2106 4467.2 -9622.4 0 3848.96 1786.88 -11.2106 4467.2 -9622.4
|
||||
0.33 0 -3926.82 -1643.07 10.8258 4107.67 -9817.05 0 3926.82 1643.07 -10.8258 4107.67 -9817.05
|
||||
0.34 0 -4092.89 -1502.9 10.4978 3757.25 -10232.2 0 4092.89 1502.9 -10.4978 3757.25 -10232.2
|
||||
0.35 0 -4355.75 -1385.85 10.3194 3464.63 -10889.4 0 4355.75 1385.85 -10.3194 3464.63 -10889.4
|
||||
0.36 0 -4655.03 -1309.27 10.3195 3273.17 -11637.6 0 4655.03 1309.27 -10.3195 3273.17 -11637.6
|
||||
0.37 0 -4892.83 -1290.2 10.4782 3225.5 -12232.1 0 4892.83 1290.2 -10.4782 3225.5 -12232.1
|
||||
0.38 0 -4981.9 -1341.64 10.7561 3354.11 -12454.8 0 4981.9 1341.64 -10.7561 3354.11 -12454.8
|
||||
0.39 0 -4886.65 -1464.16 11.1145 3660.39 -12216.6 0 4886.65 1464.16 -11.1145 3660.39 -12216.6
|
||||
0.4 0 -4636.75 -1640.21 11.5177 4100.51 -11591.9 0 4636.75 1640.21 -11.5177 4100.51 -11591.9
|
||||
0.41 0 -4308.01 -1837.22 11.92 4593.04 -10770 0 4308.01 1837.22 -11.92 4593.04 -10770
|
||||
0.42 0 -3982.2 -2017.82 12.2547 5044.55 -9955.51 0 3982.2 2017.82 -12.2547 5044.55 -9955.51
|
||||
0.43 0 -3707.55 -2150.11 12.4352 5375.27 -9268.86 0 3707.55 2150.11 -12.4352 5375.27 -9268.86
|
||||
0.44 0 -3477.92 -2212.14 12.3649 5530.36 -8694.8 0 3477.92 2212.14 -12.3649 5530.36 -8694.8
|
||||
0.45 0 -3238.51 -2190.72 11.9477 5476.8 -8096.28 0 3238.51 2190.72 -11.9477 5476.8 -8096.28
|
||||
0.46 0 -2913.14 -2078.31 11.0985 5195.77 -7282.85 0 2913.14 2078.31 -11.0985 5195.77 -7282.85
|
||||
0.47 0 -2440.48 -1871.56 9.75795 4678.9 -6101.19 0 2440.48 1871.56 -9.75795 4678.9 -6101.19
|
||||
0.48 0 -1803.42 -1571.52 7.91356 3928.79 -4508.56 0 1803.42 1571.52 -7.91356 3928.79 -4508.56
|
||||
0.49 0 -1038.94 -1184.1 5.61569 2960.25 -2597.34 0 1038.94 1184.1 -5.61569 2960.25 -2597.34
|
||||
0.5 0 -223.784 -720.231 2.97411 1800.58 -559.459 0 223.784 720.231 -2.97411 1800.58 -559.459
|
||||
0.51 9.75782e-12 556.994 -196.221 0.133074 490.552 1392.48 -9.75782e-12 -556.994 196.221 -0.133074 490.552 1392.48
|
||||
0.52 0 1243.63 365.241 -2.76096 -913.102 3109.09 0 -1243.63 -365.241 2.76096 -913.102 3109.09
|
||||
0.53 0 1820.92 934.579 -5.58011 -2336.45 4552.31 0 -1820.92 -934.579 5.58011 -2336.45 4552.31
|
||||
0.54 0 2314.86 1477.02 -8.21668 -3692.55 5787.16 0 -2314.86 -1477.02 8.21668 -3692.55 5787.16
|
||||
0.55 -7.80626e-11 2770.36 1957.08 -10.5745 -4892.69 6925.89 7.80626e-11 -2770.36 -1957.08 10.5745 -4892.69 6925.89
|
||||
0.56 0 3222.42 2344.48 -12.5639 -5861.2 8056.05 0 -3222.42 -2344.48 12.5639 -5861.2 8056.05
|
||||
0.57 0 3675.16 2619.17 -14.1059 -6547.92 9187.89 0 -3675.16 -2619.17 14.1059 -6547.92 9187.89
|
||||
0.58 0 4097.34 2773.46 -15.1419 -6933.64 10243.3 0 -4097.34 -2773.46 15.1419 -6933.64 10243.3
|
||||
0.59 0 4435.39 2810.95 -15.6409 -7027.38 11088.5 0 -4435.39 -2810.95 15.6409 -7027.38 11088.5
|
||||
0.6 0 4636.97 2743.42 -15.6042 -6858.54 11592.4 0 -4636.97 -2743.42 15.6042 -6858.54 11592.4
|
||||
0.61 0 4674.38 2587.11 -15.0686 -6467.77 11685.9 0 -4674.38 -2587.11 15.0686 -6467.77 11685.9
|
||||
0.62 0 4557.39 2360.23 -14.1093 -5900.59 11393.5 0 -4557.39 -2360.23 14.1093 -5900.59 11393.5
|
||||
0.63 -7.80626e-11 4329.63 2081.92 -12.8364 -5204.81 10824.1 7.80626e-11 -4329.63 -2081.92 12.8364 -5204.81 10824.1
|
||||
0.64 0 4050.27 1772.36 -11.3812 -4430.9 10125.7 0 -4050.27 -1772.36 11.3812 -4430.9 10125.7
|
||||
0.65 0 3769.79 1453 -9.87289 -3632.5 9424.47 0 -3769.79 -1453 9.87289 -3632.5 9424.47
|
||||
0.66 0 3511.3 1145.88 -8.41719 -2864.7 8778.24 0 -3511.3 -1145.88 8.41719 -2864.7 8778.24
|
||||
0.67 0 3265.78 871.818 -7.0852 -2179.55 8164.46 0 -3265.78 -871.818 7.0852 -2179.55 8164.46
|
||||
0.68 0 3002.44 647.863 -5.91516 -1619.66 7506.09 0 -3002.44 -647.863 5.91516 -1619.66 7506.09
|
||||
0.69 0 2687.94 484.732 -4.92111 -1211.83 6719.85 0 -2687.94 -484.732 4.92111 -1211.83 6719.85
|
||||
0.7 -1.95156e-11 2304.94 384.861 -4.10049 -962.151 5762.34 1.95156e-11 -2304.94 -384.861 4.10049 -962.151 5762.34
|
||||
0.71 1.95156e-11 1861.31 341.62 -3.4371 -854.05 4653.27 -1.95156e-11 -1861.31 -341.62 3.4371 -854.05 4653.27
|
||||
0.72 1.95156e-11 1386.74 340.154 -2.90072 -850.386 3466.85 -1.95156e-11 -1386.74 -340.154 2.90072 -850.386 3466.85
|
||||
0.73 -1.95156e-11 919.094 360 -2.44664 -899.999 2297.73 1.95156e-11 -919.094 -360 2.44664 -899.999 2297.73
|
||||
0.74 1.95156e-11 487.318 378.935 -2.01695 -947.336 1218.29 -1.95156e-11 -487.318 -378.935 2.01695 -947.336 1218.29
|
||||
0.75 0 99.0245 376.816 -1.54411 -942.041 247.561 0 -99.0245 -376.816 1.54411 -942.041 247.561
|
||||
0.76 0 -261.637 338.081 -0.957261 -845.204 -654.093 0 261.637 -338.081 0.957261 -845.204 -654.093
|
||||
0.77 9.75782e-12 -624.95 252.391 -0.191714 -630.978 -1562.38 -9.75782e-12 624.95 -252.391 0.191714 -630.978 -1562.38
|
||||
0.78 -4.87891e-12 -1019.88 114.01 0.798959 -285.026 -2549.7 4.87891e-12 1019.88 -114.01 -0.798959 -285.026 -2549.7
|
||||
0.79 0 -1459.11 -78.9174 2.03148 197.294 -3647.79 0 1459.11 78.9174 -2.03148 197.294 -3647.79
|
||||
0.8 0 -1931.76 -324.399 3.48645 810.998 -4829.4 0 1931.76 324.399 -3.48645 810.998 -4829.4
|
||||
0.81 0 -2406.72 -615.974 5.10975 1539.93 -6016.79 0 2406.72 615.974 -5.10975 1539.93 -6016.79
|
||||
0.82 0 -2844.56 -942.079 6.82139 2355.2 -7111.4 0 2844.56 942.079 -6.82139 2355.2 -7111.4
|
||||
0.83 0 -3212.07 -1286.02 8.52782 3215.05 -8030.17 0 3212.07 1286.02 -8.52782 3215.05 -8030.17
|
||||
0.84 0 -3492.77 -1626.79 10.1335 4066.98 -8731.91 0 3492.77 1626.79 -10.1335 4066.98 -8731.91
|
||||
0.85 0 -3689.16 -1940.72 11.5488 4851.8 -9222.89 0 3689.16 1940.72 -11.5488 4851.8 -9222.89
|
||||
0.86 0 -3816.42 -2203.84 12.6942 5509.6 -9541.04 0 3816.42 2203.84 -12.6942 5509.6 -9541.04
|
||||
0.87 0 -3891.1 -2394.79 13.5019 5986.97 -9727.76 0 3891.1 2394.79 -13.5019 5986.97 -9727.76
|
||||
0.88 0 -3920.59 -2497.64 13.9177 6244.1 -9801.47 0 3920.59 2497.64 -13.9177 6244.1 -9801.47
|
||||
0.89 -1.56125e-10 -3898.25 -2503.96 13.9041 6259.91 -9745.64 1.56125e-10 3898.25 2503.96 -13.9041 6259.91 -9745.64
|
||||
0.9 0 -3806.52 -2413.41 13.4446 6033.54 -9516.31 0 3806.52 2413.41 -13.4446 6033.54 -9516.31
|
||||
0.91 0 -3626.06 -2232.82 12.5489 5582.06 -9065.16 0 3626.06 2232.82 -12.5489 5582.06 -9065.16
|
||||
0.92 0 -3346.56 -1974.43 11.2556 4936.06 -8366.39 0 3346.56 1974.43 -11.2556 4936.06 -8366.39
|
||||
0.93 0 -2973.9 -1654.08 9.63206 4135.19 -7434.74 0 2973.9 1654.08 -9.63206 4135.19 -7434.74
|
||||
0.94 0 -2530.52 -1289.98 7.76909 3224.95 -6326.29 0 2530.52 1289.98 -7.76909 3224.95 -6326.29
|
||||
0.95 0 -2048.88 -901.892 5.77226 2254.73 -5122.21 0 2048.88 901.892 -5.77226 2254.73 -5122.21
|
||||
0.96 0 -1561.26 -510.416 3.75008 1276.04 -3903.15 0 1561.26 510.416 -3.75008 1276.04 -3903.15
|
||||
0.97 -4.87891e-12 -1090.38 -136.025 1.80234 340.063 -2725.95 4.87891e-12 1090.38 136.025 -1.80234 340.063 -2725.95
|
||||
0.98 9.75782e-12 -644.897 202.316 0.0110935 -505.791 -1612.24 -9.75782e-12 644.897 -202.316 -0.0110935 -505.791 -1612.24
|
||||
0.99 0 -221.259 488.792 -1.5642 -1221.98 -553.149 0 221.259 -488.792 1.5642 -1221.98 -553.149
|
||||
1 0 189.483 712.373 -2.88732 -1780.93 473.708 0 -189.483 -712.373 2.88732 -1780.93 473.708
|
||||
1.01 0 593.432 868.133 -3.94317 -2170.33 1483.58 0 -593.432 -868.133 3.94317 -2170.33 1483.58
|
||||
1.02 0 988.16 957.869 -4.73504 -2394.67 2470.4 0 -988.16 -957.869 4.73504 -2394.67 2470.4
|
||||
1.03 0 1362.13 989.747 -5.28257 -2474.37 3405.32 0 -1362.13 -989.747 5.28257 -2474.37 3405.32
|
||||
1.04 0 1699.18 976.929 -5.62046 -2442.32 4247.96 0 -1699.18 -976.929 5.62046 -2442.32 4247.96
|
||||
1.05 0 1985.64 935.452 -5.79682 -2338.63 4964.11 0 -1985.64 -935.452 5.79682 -2338.63 4964.11
|
||||
1.06 0 2216.43 881.934 -5.86978 -2204.83 5541.09 0 -2216.43 -881.934 5.86978 -2204.83 5541.09
|
||||
1.07 0 2397.3 831.639 -5.90194 -2079.1 5993.25 0 -2397.3 -831.639 5.90194 -2079.1 5993.25
|
||||
1.08 0 2542.1 797.203 -5.95298 -1993.01 6355.24 0 -2542.1 -797.203 5.95298 -1993.01 6355.24
|
||||
1.09 0 2666.5 787.987 -6.07167 -1969.97 6666.26 0 -2666.5 -787.987 6.07167 -1969.97 6666.26
|
||||
1.1 0 2781.09 809.794 -6.28886 -2024.48 6952.73 0 -2781.09 -809.794 6.28886 -2024.48 6952.73
|
||||
1.11 0 2886.78 864.69 -6.61292 -2161.72 7216.96 0 -2886.78 -864.69 6.61292 -2161.72 7216.96
|
||||
1.12 -3.90313e-11 2974.62 950.802 -7.02877 -2377.01 7436.56 3.90313e-11 -2974.62 -950.802 7.02877 -2377.01 7436.56
|
||||
1.13 0 3029.71 1062.17 -7.50056 -2655.43 7574.27 0 -3029.71 -1062.17 7.50056 -2655.43 7574.27
|
||||
1.14 0 3037.34 1188.85 -7.97744 -2972.13 7593.35 0 -3037.34 -1188.85 7.97744 -2972.13 7593.35
|
||||
1.15 0 2988.51 1317.46 -8.40053 -3293.64 7471.28 0 -2988.51 -1317.46 8.40053 -3293.64 7471.28
|
||||
1.16 0 2882.43 1432.29 -8.70948 -3580.73 7206.07 0 -2882.43 -1432.29 8.70948 -3580.73 7206.07
|
||||
1.17 0 2725.15 1517 -8.84765 -3792.49 6812.88 0 -2725.15 -1517 8.84765 -3792.49 6812.88
|
||||
1.18 0 2525.45 1556.48 -8.76581 -3891.2 6313.63 0 -2525.45 -1556.48 8.76581 -3891.2 6313.63
|
||||
1.19 0 2290.11 1538.82 -8.42512 -3847.04 5725.28 0 -2290.11 -1538.82 8.42512 -3847.04 5725.28
|
||||
1.2 0 2021 1456.68 -7.80027 -3641.71 5052.5 0 -2021 -1456.68 7.80027 -3641.71 5052.5
|
||||
1.21 0 1715.35 1308.14 -6.88261 -3270.35 4288.38 0 -1715.35 -1308.14 6.88261 -3270.35 4288.38
|
||||
1.22 0 1368.96 1096.63 -5.68304 -2741.57 3422.39 0 -1368.96 -1096.63 5.68304 -2741.57 3422.39
|
||||
1.23 0 980.648 830.371 -4.23354 -2075.93 2451.62 0 -980.648 -830.371 4.23354 -2075.93 2451.62
|
||||
1.24 1.95156e-11 555.955 521.434 -2.58664 -1303.58 1389.89 -1.95156e-11 -555.955 -521.434 2.58664 -1303.58 1389.89
|
||||
1.25 -9.75782e-12 108.11 184.652 -0.812232 -461.631 270.276 9.75782e-12 -108.11 -184.652 0.812232 -461.631 270.276
|
||||
1.26 9.75782e-12 -344.027 -163.36 1.00805 408.399 -860.067 -9.75782e-12 344.027 163.36 -1.00805 408.399 -860.067
|
||||
1.27 0 -780.247 -505.167 2.78823 1262.92 -1950.62 0 780.247 505.167 -2.78823 1262.92 -1950.62
|
||||
1.28 0 -1183.61 -823.511 4.44594 2058.78 -2959.03 0 1183.61 823.511 -4.44594 2058.78 -2959.03
|
||||
1.29 0 -1543.5 -1102.44 5.90938 2756.09 -3858.75 0 1543.5 1102.44 -5.90938 2756.09 -3858.75
|
||||
1.3 0 -1856.01 -1328.52 7.12251 3321.3 -4640.02 0 1856.01 1328.52 -7.12251 3321.3 -4640.02
|
||||
1.31 0 -2121.79 -1492.09 8.04776 3730.22 -5304.49 0 2121.79 1492.09 -8.04776 3730.22 -5304.49
|
||||
1.32 0 -2342.74 -1588.16 8.66673 3970.41 -5856.84 0 2342.74 1588.16 -8.66673 3970.41 -5856.84
|
||||
1.33 0 -2519.02 -1616.96 8.9796 4042.4 -6297.56 0 2519.02 1616.96 -8.9796 4042.4 -6297.56
|
||||
1.34 0 -2648.1 -1583.77 9.00378 3959.43 -6620.25 0 2648.1 1583.77 -9.00378 3959.43 -6620.25
|
||||
1.35 0 -2725.8 -1498.23 8.77208 3745.57 -6814.51 0 2725.8 1498.23 -8.77208 3745.57 -6814.51
|
||||
1.36 0 -2748.94 -1373.08 8.33033 3432.69 -6872.36 0 2748.94 1373.08 -8.33033 3432.69 -6872.36
|
||||
1.37 0 -2718.01 -1222.72 7.734 3056.79 -6795.03 0 2718.01 1222.72 -7.734 3056.79 -6795.03
|
||||
1.38 -3.90313e-11 -2638.51 -1061.68 7.04369 2654.2 -6596.27 3.90313e-11 2638.51 1061.68 -7.04369 2654.2 -6596.27
|
||||
1.39 0 -2520.26 -903.398 6.31965 2258.5 -6300.66 0 2520.26 903.398 -6.31965 2258.5 -6300.66
|
||||
1.4 3.90313e-11 -2374.92 -759.204 5.61589 1898.01 -5937.3 -3.90313e-11 2374.92 759.204 -5.61589 1898.01 -5937.3
|
||||
1.41 0 -2212.69 -637.691 4.97483 1594.23 -5531.73 0 2212.69 637.691 -4.97483 1594.23 -5531.73
|
||||
1.42 0 -2039.77 -544.267 4.42325 1360.67 -5099.43 0 2039.77 544.267 -4.42325 1360.67 -5099.43
|
||||
1.43 0 -1857.44 -480.876 3.9705 1202.19 -4643.6 0 1857.44 480.876 -3.9705 1202.19 -4643.6
|
||||
1.44 0 -1663.13 -445.888 3.60897 1114.72 -4157.83 0 1663.13 445.888 -3.60897 1114.72 -4157.83
|
||||
1.45 0 -1452.86 -434.21 3.31662 1085.53 -3632.15 0 1452.86 434.21 -3.31662 1085.53 -3632.15
|
||||
1.46 0 -1223.83 -437.726 3.06097 1094.32 -3059.57 0 1223.83 437.726 -3.06097 1094.32 -3059.57
|
||||
1.47 0 -976.099 -446.093 2.80354 1115.23 -2440.25 0 976.099 446.093 -2.80354 1115.23 -2440.25
|
||||
1.48 0 -712.708 -447.874 2.50431 1119.68 -1781.77 0 712.708 447.874 -2.50431 1119.68 -1781.77
|
||||
1.49 0 -438.395 -431.867 2.12568 1079.67 -1095.99 0 438.395 431.867 -2.12568 1079.67 -1095.99
|
||||
1.5 0 -157.726 -388.458 1.636 971.145 -394.315 0 157.726 388.458 -1.636 971.145 -394.315
|
||||
1.51 0 126.367 -310.768 1.01267 776.919 315.918 0 -126.367 310.768 -1.01267 776.919 315.918
|
||||
1.52 0 412.867 -195.442 0.244918 488.604 1032.17 0 -412.867 195.442 -0.244918 488.604 1032.17
|
||||
1.53 0 701.641 -42.9899 -0.664037 107.475 1754.1 0 -701.641 42.9899 0.664037 107.475 1754.1
|
||||
1.54 0 991.621 142.312 -1.69578 -355.779 2479.05 0 -991.621 -142.312 1.69578 -355.779 2479.05
|
||||
1.55 0 1279.08 352.866 -2.8169 -882.166 3197.7 0 -1279.08 -352.866 2.8169 -882.166 3197.7
|
||||
1.56 0 1556.87 578.429 -3.98095 -1446.07 3892.19 0 -1556.87 -578.429 3.98095 -1446.07 3892.19
|
||||
1.57 0 1815.02 806.902 -5.13198 -2017.25 4537.56 0 -1815.02 -806.902 5.13198 -2017.25 4537.56
|
||||
1.58 0 2042.48 1025.2 -6.20946 -2562.99 5106.19 0 -2042.48 -1025.2 6.20946 -2562.99 5106.19
|
||||
1.59 0 2229.3 1220.16 -7.15369 -3050.41 5573.25 0 -2229.3 -1220.16 7.15369 -3050.41 5573.25
|
||||
1.6 0 2368.46 1379.54 -7.9111 -3448.86 5921.16 0 -2368.46 -1379.54 7.9111 -3448.86 5921.16
|
||||
1.61 0 2456.58 1492.97 -8.4387 -3732.43 6141.46 0 -2456.58 -1492.97 8.4387 -3732.43 6141.46
|
||||
1.62 0 2493.47 1552.89 -8.70718 -3882.22 6233.67 0 -2493.47 -1552.89 8.70718 -3882.22 6233.67
|
||||
1.63 0 2480.89 1555.27 -8.70266 -3888.17 6202.22 0 -2480.89 -1555.27 8.70266 -3888.17 6202.22
|
||||
1.64 0 2421.23 1500.06 -8.42721 -3750.16 6053.08 0 -2421.23 -1500.06 8.42721 -3750.16 6053.08
|
||||
1.65 0 2316.7 1391.23 -7.89822 -3478.08 5791.74 0 -2316.7 -1391.23 7.89822 -3478.08 5791.74
|
||||
1.66 0 2169.39 1236.36 -7.14706 -3090.91 5423.47 0 -2169.39 -1236.36 7.14706 -3090.91 5423.47
|
||||
1.67 -3.90313e-11 1982.1 1045.92 -6.21686 -2614.79 4955.25 3.90313e-11 -1982.1 -1045.92 6.21686 -2614.79 4955.25
|
||||
1.68 0 1759.33 832.225 -5.15951 -2080.56 4398.33 0 -1759.33 -832.225 5.15951 -2080.56 4398.33
|
||||
1.69 0 1507.89 608.389 -4.03196 -1520.97 3769.72 0 -1507.89 -608.389 4.03196 -1520.97 3769.72
|
||||
1.7 0 1236.66 387.183 -2.89185 -967.958 3091.66 0 -1236.66 -387.183 2.89185 -967.958 3091.66
|
||||
1.71 9.75782e-12 955.567 180.121 -1.79294 -450.303 2388.92 -9.75782e-12 -955.567 -180.121 1.79294 -450.303 2388.92
|
||||
1.72 -3.04932e-12 673.988 -3.31714 -0.780765 8.29286 1684.97 3.04932e-12 -673.988 3.31714 0.780765 8.29286 1684.97
|
||||
1.73 0 399.36 -156.253 0.110752 390.631 998.4 0 -399.36 156.253 -0.110752 390.631 998.4
|
||||
1.74 0 136.376 -274.782 0.861491 686.954 340.941 0 -136.376 274.782 -0.861491 686.954 340.941
|
||||
1.75 0 -112.903 -358.148 1.46569 895.371 -282.258 0 112.903 358.148 -1.46569 895.371 -282.258
|
||||
1.76 0 -348.198 -408.692 1.93104 1021.73 -870.495 0 348.198 408.692 -1.93104 1021.73 -870.495
|
||||
1.77 0 -569.836 -431.541 2.27646 1078.85 -1424.59 0 569.836 431.541 -2.27646 1078.85 -1424.59
|
||||
1.78 0 -777.781 -434.042 2.52914 1085.1 -1944.45 0 777.781 434.042 -2.52914 1085.1 -1944.45
|
||||
1.79 0 -971.23 -424.955 2.72103 1062.39 -2428.08 0 971.23 424.955 -2.72103 1062.39 -2428.08
|
||||
1.8 0 -1148.84 -413.486 2.88541 1033.72 -2872.09 0 1148.84 413.486 -2.88541 1033.72 -2872.09
|
||||
1.81 0 -1309.31 -408.266 3.05349 1020.67 -3273.28 0 1309.31 408.266 -3.05349 1020.67 -3273.28
|
||||
1.82 0 -1452.02 -416.417 3.25134 1041.04 -3630.05 0 1452.02 416.417 -3.25134 1041.04 -3630.05
|
||||
1.83 0 -1577.14 -442.811 3.49723 1107.03 -3942.84 0 1577.14 442.811 -3.49723 1107.03 -3942.84
|
||||
1.84 0 -1685.33 -489.614 3.79957 1224.03 -4213.32 0 1685.33 489.614 -3.79957 1224.03 -4213.32
|
||||
1.85 0 -1776.97 -556.119 4.15564 1390.3 -4442.44 0 1776.97 556.119 -4.15564 1390.3 -4442.44
|
||||
1.86 0 -1851.37 -638.882 4.55136 1597.21 -4628.43 0 1851.37 638.882 -4.55136 1597.21 -4628.43
|
||||
1.87 -3.90313e-11 -1906.27 -732.081 4.96233 1830.2 -4765.68 3.90313e-11 1906.27 732.081 -4.96233 1830.2 -4765.68
|
||||
1.88 0 -1937.97 -828.062 5.35596 2070.15 -4844.94 0 1937.97 828.062 -5.35596 2070.15 -4844.94
|
||||
1.89 0 -1942.05 -918.003 5.69468 2295.01 -4855.13 0 1942.05 918.003 -5.69468 2295.01 -4855.13
|
||||
1.9 0 -1914.34 -992.675 5.93968 2481.69 -4785.85 0 1914.34 992.675 -5.93968 2481.69 -4785.85
|
||||
1.91 3.90313e-11 -1851.94 -1043.23 6.05487 2608.08 -4629.84 -3.90313e-11 1851.94 1043.23 -6.05487 2608.08 -4629.84
|
||||
1.92 0 -1753.78 -1062.02 6.01041 2655.04 -4384.46 0 1753.78 1062.02 -6.01041 2655.04 -4384.46
|
||||
1.93 0 -1620.75 -1043.31 5.78567 2608.26 -4051.87 0 1620.75 1043.31 -5.78567 2608.26 -4051.87
|
||||
1.94 0 -1455.23 -983.905 5.37115 2459.76 -3638.09 0 1455.23 983.905 -5.37115 2459.76 -3638.09
|
||||
1.95 -3.90313e-11 -1260.63 -883.555 4.76954 2208.89 -3151.58 3.90313e-11 1260.63 883.555 -4.76954 2208.89 -3151.58
|
||||
1.96 -3.90313e-11 -1040.85 -745.048 3.99576 1862.62 -2602.12 3.90313e-11 1040.85 745.048 -3.99576 1862.62 -2602.12
|
||||
1.97 0 -800.147 -574.056 3.07614 1435.14 -2000.37 0 800.147 574.056 -3.07614 1435.14 -2000.37
|
||||
1.98 0 -543.301 -378.677 2.04677 946.692 -1358.25 0 543.301 378.677 -2.04677 946.692 -1358.25
|
||||
1.99 0 -275.875 -168.76 0.951206 421.899 -689.688 0 275.875 168.76 -0.951206 421.899 -689.688
|
||||
2 -2.43945e-12 -4.40108 44.9064 -0.162557 -112.266 -11.0027 2.43945e-12 4.40108 -44.9064 0.162557 -112.266 -11.0027
|
||||
2.01 -9.75782e-12 263.758 251.452 -1.24549 -628.629 659.395 9.75782e-12 -263.758 -251.452 1.24549 -628.629 659.395
|
||||
2.02 0 520.927 440.747 -2.25115 -1101.87 1302.32 0 -520.927 -440.747 2.25115 -1101.87 1302.32
|
||||
2.03 0 759.89 604.124 -3.13915 -1510.31 1899.72 0 -759.89 -604.124 3.13915 -1510.31 1899.72
|
||||
2.04 0 974.683 734.961 -3.87806 -1837.4 2436.71 0 -974.683 -734.961 3.87806 -1837.4 2436.71
|
||||
2.05 -3.90313e-11 1161.14 829.093 -4.44754 -2072.73 2902.85 3.90313e-11 -1161.14 -829.093 4.44754 -2072.73 2902.85
|
||||
2.06 0 1317.05 885.038 -4.83929 -2212.6 3292.61 0 -1317.05 -885.038 4.83929 -2212.6 3292.61
|
||||
2.07 0 1441.86 904.026 -5.057 -2260.06 3604.66 0 -1441.86 -904.026 5.057 -2260.06 3604.66
|
||||
2.08 0 1536.25 889.803 -5.11509 -2224.51 3840.62 0 -1536.25 -889.803 5.11509 -2224.51 3840.62
|
||||
2.09 0 1601.49 848.234 -5.03679 -2120.58 4003.72 0 -1601.49 -848.234 5.03679 -2120.58 4003.72
|
||||
2.1 0 1639.14 786.71 -4.85151 -1966.78 4097.84 0 -1639.14 -786.71 4.85151 -1966.78 4097.84
|
||||
2.11 0 1650.9 713.426 -4.59197 -1783.56 4127.25 0 -1650.9 -713.426 4.59197 -1783.56 4127.25
|
||||
2.12 0 1638.69 636.582 -4.29119 -1591.45 4096.72 0 -1638.69 -636.582 4.29119 -1591.45 4096.72
|
||||
2.13 -1.95156e-11 1604.74 563.619 -3.9797 -1409.05 4011.84 1.95156e-11 -1604.74 -563.619 3.9797 -1409.05 4011.84
|
||||
2.14 1.95156e-11 1551.63 500.554 -3.68293 -1251.38 3879.07 -1.95156e-11 -1551.63 -500.554 3.68293 -1251.38 3879.07
|
||||
2.15 0 1482.09 451.481 -3.41919 -1128.7 3705.23 0 -1482.09 -451.481 3.41919 -1128.7 3705.23
|
||||
2.16 0 1398.64 418.295 -3.19826 -1045.74 3496.6 0 -1398.64 -418.295 3.19826 -1045.74 3496.6
|
||||
2.17 1.95156e-11 1303.17 400.628 -3.02078 -1001.57 3257.92 -1.95156e-11 -1303.17 -400.628 3.02078 -1001.57 3257.92
|
||||
2.18 0 1196.66 396.001 -2.87859 -990.001 2991.65 0 -1196.66 -396.001 2.87859 -990.001 2991.65
|
||||
2.19 0 1079.17 400.15 -2.75593 -1000.38 2697.93 0 -1079.17 -400.15 2.75593 -1000.38 2697.93
|
||||
2.2 1.95156e-11 950.089 407.502 -2.63151 -1018.76 2375.22 -1.95156e-11 -950.089 -407.502 2.63151 -1018.76 2375.22
|
||||
2.21 -1.95156e-11 808.6 411.747 -2.48108 -1029.37 2021.5 1.95156e-11 -808.6 -411.747 2.48108 -1029.37 2021.5
|
||||
2.22 0 654.219 406.475 -2.28035 -1016.19 1635.55 0 -654.219 -406.475 2.28035 -1016.19 1635.55
|
||||
2.23 0 487.195 385.829 -2.00783 -964.572 1217.99 0 -487.195 -385.829 2.00783 -964.572 1217.99
|
||||
2.24 0 308.695 345.119 -1.64729 -862.798 771.736 0 -308.695 -345.119 1.64729 -862.798 771.736
|
||||
2.25 9.75782e-12 120.766 281.345 -1.1898 -703.364 301.916 -9.75782e-12 -120.766 -281.345 1.1898 -703.364 301.916
|
||||
2.26 0 -73.8476 193.57 -0.63493 -483.924 -184.619 0 73.8476 -193.57 0.63493 -483.924 -184.619
|
||||
2.27 -4.87891e-12 -271.925 83.097 0.00875957 -207.743 -679.812 4.87891e-12 271.925 -83.097 -0.00875957 -207.743 -679.812
|
||||
2.28 2.43945e-12 -469.9 -46.5579 0.723948 116.395 -1174.75 -2.43945e-12 469.9 46.5579 -0.723948 116.395 -1174.75
|
||||
2.29 0 -663.897 -189.922 1.48557 474.805 -1659.74 0 663.897 189.922 -1.48557 474.805 -1659.74
|
||||
2.3 0 -849.698 -339.997 2.26247 849.993 -2124.24 0 849.698 339.997 -2.26247 849.993 -2124.24
|
||||
2.31 0 -1022.74 -488.835 3.01961 1222.09 -2556.85 0 1022.74 488.835 -3.01961 1222.09 -2556.85
|
||||
2.32 -3.90313e-11 -1178.25 -628.183 3.72064 1570.46 -2945.62 3.90313e-11 1178.25 628.183 -3.72064 1570.46 -2945.62
|
||||
2.33 0 -1311.5 -750.15 4.33075 1875.37 -3278.75 0 1311.5 750.15 -4.33075 1875.37 -3278.75
|
||||
2.34 0 -1418.26 -847.82 4.81936 2119.55 -3545.65 0 1418.26 847.82 -4.81936 2119.55 -3545.65
|
||||
2.35 0 -1495.21 -915.79 5.16257 2289.48 -3738.02 0 1495.21 915.79 -5.16257 2289.48 -3738.02
|
||||
2.36 0 -1540.28 -950.567 5.34503 2376.42 -3850.71 0 1540.28 950.567 -5.34503 2376.42 -3850.71
|
||||
2.37 0 -1552.86 -950.824 5.361 2377.06 -3882.16 0 1552.86 950.824 -5.361 2377.06 -3882.16
|
||||
2.38 0 -1533.7 -917.483 5.2147 2293.71 -3834.24 0 1533.7 917.483 -5.2147 2293.71 -3834.24
|
||||
2.39 0 -1484.68 -853.615 4.91965 2134.04 -3711.69 0 1484.68 853.615 -4.91965 2134.04 -3711.69
|
||||
2.4 0 -1408.56 -764.176 4.49746 1910.44 -3521.4 0 1408.56 764.176 -4.49746 1910.44 -3521.4
|
||||
2.41 0 -1308.65 -655.571 3.97584 1638.93 -3271.63 0 1308.65 655.571 -3.97584 1638.93 -3271.63
|
||||
2.42 0 -1188.62 -535.11 3.3864 1337.78 -2971.54 0 1188.62 535.11 -3.3864 1337.78 -2971.54
|
||||
2.43 0 -1052.34 -410.39 2.76206 1025.98 -2630.84 0 1052.34 410.39 -2.76206 1025.98 -2630.84
|
||||
2.44 0 -903.836 -288.66 2.13463 721.649 -2259.59 0 903.836 288.66 -2.13463 721.649 -2259.59
|
||||
2.45 0 -747.164 -176.244 1.53245 440.611 -1867.91 0 747.164 176.244 -1.53245 440.611 -1867.91
|
||||
2.46 0 -586.24 -78.0725 0.978421 195.181 -1465.6 0 586.24 78.0725 -0.978421 195.181 -1465.6
|
||||
2.47 0 -424.624 2.65135 0.48856 -6.62838 -1061.56 0 424.624 -2.65135 -0.48856 -6.62838 -1061.56
|
||||
2.48 2.43945e-12 -265.273 64.606 0.0711599 -161.515 -663.182 -2.43945e-12 265.273 -64.606 -0.0711599 -161.515 -663.182
|
||||
2.49 -4.87891e-12 -110.369 108.34 -0.27332 -270.849 -275.923 4.87891e-12 110.369 -108.34 0.27332 -270.849 -275.923
|
||||
2.5 -4.87891e-12 38.737 136.095 -0.551643 -340.237 96.8424 4.87891e-12 -38.737 -136.095 0.551643 -340.237 96.8424
|
||||
2.51 4.87891e-12 181.426 151.494 -0.776508 -378.736 453.564 -4.87891e-12 -181.426 -151.494 0.776508 -378.736 453.564
|
||||
2.52 0 317.58 159.118 -0.964743 -397.795 793.949 0 -317.58 -159.118 0.964743 -397.795 793.949
|
||||
2.53 0 447.29 164.006 -1.13514 -410.014 1118.22 0 -447.29 -164.006 1.13514 -410.014 1118.22
|
||||
2.54 0 570.578 171.13 -1.30623 -427.824 1426.45 0 -570.578 -171.13 1.30623 -427.824 1426.45
|
||||
2.55 0 687.204 184.877 -1.49407 -462.192 1718.01 0 -687.204 -184.877 1.49407 -462.192 1718.01
|
||||
2.56 0 796.573 208.592 -1.71049 -521.479 1991.43 0 -796.573 -208.592 1.71049 -521.479 1991.43
|
||||
2.57 0 897.741 244.217 -1.96171 -610.542 2244.35 0 -897.741 -244.217 1.96171 -610.542 2244.35
|
||||
2.58 0 989.466 292.075 -2.24749 -730.188 2473.66 0 -989.466 -292.075 2.24749 -730.188 2473.66
|
||||
2.59 0 1070.26 350.808 -2.56104 -877.019 2675.66 0 -1070.26 -350.808 2.56104 -877.019 2675.66
|
||||
2.6 0 1138.45 417.478 -2.88939 -1043.7 2846.11 0 -1138.45 -417.478 2.88939 -1043.7 2846.11
|
||||
2.61 0 1192.14 487.833 -3.21446 -1219.58 2980.35 0 -1192.14 -487.833 3.21446 -1219.58 2980.35
|
||||
2.62 0 1229.34 556.685 -3.5145 -1391.71 3073.35 0 -1229.34 -556.685 3.5145 -1391.71 3073.35
|
||||
2.63 0 1247.98 618.38 -3.76605 -1545.95 3119.96 0 -1247.98 -618.38 3.76605 -1545.95 3119.96
|
||||
2.64 0 1246.14 667.311 -3.94598 -1668.28 3115.36 0 -1246.14 -667.311 3.94598 -1668.28 3115.36
|
||||
2.65 0 1222.24 698.419 -4.03368 -1746.05 3055.6 0 -1222.24 -698.419 4.03368 -1746.05 3055.6
|
||||
2.66 0 1175.31 707.646 -4.01294 -1769.11 2938.27 0 -1175.31 -707.646 4.01294 -1769.11 2938.27
|
||||
2.67 0 1105.2 692.304 -3.87363 -1730.76 2763 0 -1105.2 -692.304 3.87363 -1730.76 2763
|
||||
2.68 0 1012.71 651.336 -3.61273 -1628.34 2531.77 0 -1012.71 -651.336 3.61273 -1628.34 2531.77
|
||||
2.69 -1.95156e-11 899.586 585.428 -3.23482 -1463.57 2248.96 1.95156e-11 -899.586 -585.428 3.23482 -1463.57 2248.96
|
||||
2.7 0 768.447 496.996 -2.75191 -1242.49 1921.12 0 -768.447 -496.996 2.75191 -1242.49 1921.12
|
||||
2.71 0 622.584 390.016 -2.1826 -975.039 1556.46 0 -622.584 -390.016 2.1826 -975.039 1556.46
|
||||
2.72 0 465.77 269.722 -1.55081 -674.305 1164.42 0 -465.77 -269.722 1.55081 -674.305 1164.42
|
||||
2.73 4.87891e-12 302.065 142.209 -0.883999 -355.523 755.163 -4.87891e-12 -302.065 -142.209 0.883999 -355.523 755.163
|
||||
2.74 6.09864e-13 135.644 13.9513 -0.211223 -34.8781 339.109 -6.09864e-13 -135.644 -13.9513 0.211223 -34.8781 339.109
|
||||
2.75 0 -29.3529 -108.7 0.438977 271.751 -73.3822 0 29.3529 108.7 -0.438977 271.751 -73.3822
|
||||
2.76 0 -188.961 -220.002 1.04054 550.006 -472.402 0 188.961 220.002 -1.04054 550.006 -472.402
|
||||
2.77 -1.95156e-11 -339.549 -315.241 1.57168 788.103 -848.873 1.95156e-11 339.549 315.241 -1.57168 788.103 -848.873
|
||||
2.78 0 -477.983 -391.057 2.01622 977.642 -1194.96 0 477.983 391.057 -2.01622 977.642 -1194.96
|
||||
2.79 1.95156e-11 -601.78 -445.64 2.36457 1114.1 -1504.45 -1.95156e-11 601.78 445.64 -2.36457 1114.1 -1504.45
|
||||
2.8 0 -709.223 -478.797 2.61402 1196.99 -1773.06 0 709.223 478.797 -2.61402 1196.99 -1773.06
|
||||
2.81 0 -799.407 -491.873 2.76852 1229.68 -1998.52 0 799.407 491.873 -2.76852 1229.68 -1998.52
|
||||
2.82 0 -872.184 -487.554 2.83789 1218.89 -2180.46 0 872.184 487.554 -2.83789 1218.89 -2180.46
|
||||
2.83 0 -928.041 -469.561 2.83652 1173.9 -2320.1 0 928.041 469.561 -2.83652 1173.9 -2320.1
|
||||
2.84 0 -967.907 -442.27 2.78174 1105.68 -2419.77 0 967.907 442.27 -2.78174 1105.68 -2419.77
|
||||
2.85 0 -992.95 -410.285 2.69206 1025.71 -2482.38 0 992.95 410.285 -2.69206 1025.71 -2482.38
|
||||
2.86 0 -1004.4 -378.006 2.58529 945.014 -2511 0 1004.4 378.006 -2.58529 945.014 -2511
|
||||
2.87 1.95156e-11 -1003.4 -349.222 2.47692 873.055 -2508.51 -1.95156e-11 1003.4 349.222 -2.47692 873.055 -2508.51
|
||||
2.88 -1.95156e-11 -990.953 -326.781 2.37875 816.953 -2477.38 1.95156e-11 990.953 326.781 -2.37875 816.953 -2477.38
|
||||
2.89 0 -967.83 -312.345 2.2979 780.863 -2419.57 0 967.83 312.345 -2.2979 780.863 -2419.57
|
||||
2.9 0 -934.6 -306.269 2.23636 765.673 -2336.5 0 934.6 306.269 -2.23636 765.673 -2336.5
|
||||
2.91 0 -891.604 -307.609 2.19101 769.024 -2229.01 0 891.604 307.609 -2.19101 769.024 -2229.01
|
||||
2.92 1.95156e-11 -838.972 -314.255 2.15411 785.637 -2097.43 -1.95156e-11 838.972 314.255 -2.15411 785.637 -2097.43
|
||||
2.93 0 -776.654 -323.169 2.11426 807.923 -1941.63 0 776.654 323.169 -2.11426 807.923 -1941.63
|
||||
2.94 0 -704.484 -330.722 2.05776 826.805 -1761.21 0 704.484 330.722 -2.05776 826.805 -1761.21
|
||||
2.95 0 -622.288 -333.065 1.97005 832.662 -1555.72 0 622.288 333.065 -1.97005 832.662 -1555.72
|
||||
2.96 0 -530.02 -326.531 1.83748 816.329 -1325.05 0 530.02 326.531 -1.83748 816.329 -1325.05
|
||||
2.97 0 -427.916 -308.014 1.64876 770.036 -1069.79 0 427.916 308.014 -1.64876 770.036 -1069.79
|
||||
2.98 0 -316.635 -275.292 1.39642 688.229 -791.587 0 316.635 275.292 -1.39642 688.229 -791.587
|
||||
2.99 0 -197.354 -227.273 1.07778 568.182 -493.386 0 197.354 227.273 -1.07778 568.182 -493.386
|
||||
3 0 -71.8008 -164.148 0.695557 410.371 -179.502 0 71.8008 164.148 -0.695557 410.371 -179.502
|
||||
3.01 -4.87891e-12 57.7827 -87.4221 0.257969 218.555 144.457 4.87891e-12 -57.7827 87.4221 -0.257969 218.555 144.457
|
||||
3.02 -1.29596e-12 188.728 0.169416 -0.221691 -0.42354 471.821 1.29596e-12 -188.728 -0.169416 0.221691 -0.42354 471.821
|
||||
3.03 4.87891e-12 318.071 94.8474 -0.725888 -237.119 795.177 -4.87891e-12 -318.071 -94.8474 0.725888 -237.119 795.177
|
||||
3.04 0 442.692 192.076 -1.23407 -480.189 1106.73 0 -442.692 -192.076 1.23407 -480.189 1106.73
|
||||
3.05 0 559.467 286.914 -1.72417 -717.284 1398.67 0 -559.467 -286.914 1.72417 -717.284 1398.67
|
||||
3.06 0 665.399 374.405 -2.17418 -936.011 1663.5 0 -665.399 -374.405 2.17418 -936.011 1663.5
|
||||
3.07 0 757.757 449.968 -2.56385 -1124.92 1894.39 0 -757.757 -449.968 2.56385 -1124.92 1894.39
|
||||
3.08 0 834.207 509.754 -2.8761 -1274.39 2085.52 0 -834.207 -509.754 2.8761 -1274.39 2085.52
|
||||
3.09 0 892.924 550.941 -3.09829 -1377.35 2232.31 0 -892.924 -550.941 3.09829 -1377.35 2232.31
|
||||
3.1 0 932.708 571.932 -3.2231 -1429.83 2331.77 0 -932.708 -571.932 3.2231 -1429.83 2331.77
|
||||
3.11 0 953.045 572.46 -3.24892 -1431.15 2382.61 0 -953.045 -572.46 3.24892 -1431.15 2382.61
|
||||
3.12 0 954.137 553.571 -3.17991 -1383.93 2385.34 0 -954.137 -553.571 3.17991 -1383.93 2385.34
|
||||
3.13 0 936.865 517.509 -3.02545 -1293.77 2342.16 0 -936.865 -517.509 3.02545 -1293.77 2342.16
|
||||
3.14 0 902.696 467.501 -2.79925 -1168.75 2256.74 0 -902.696 -467.501 2.79925 -1168.75 2256.74
|
||||
3.15 0 853.548 407.469 -2.51816 -1018.67 2133.87 0 -853.548 -407.469 2.51816 -1018.67 2133.87
|
||||
3.16 0 791.632 341.695 -2.2007 -854.238 1979.08 0 -791.632 -341.695 2.2007 -854.238 1979.08
|
||||
3.17 0 719.286 274.461 -1.86555 -686.152 1798.21 0 -719.286 -274.461 1.86555 -686.152 1798.21
|
||||
3.18 0 638.833 209.702 -1.53009 -524.255 1597.08 0 -638.833 -209.702 1.53009 -524.255 1597.08
|
||||
3.19 0 552.464 150.702 -1.20912 -376.755 1381.16 0 -552.464 -150.702 1.20912 -376.755 1381.16
|
||||
3.2 0 462.15 99.8506 -0.913886 -249.627 1155.38 0 -462.15 -99.8506 0.913886 -249.627 1155.38
|
||||
3.21 0 369.588 58.4939 -0.651375 -146.235 923.97 0 -369.588 -58.4939 0.651375 -146.235 923.97
|
||||
3.22 0 276.163 26.8791 -0.424134 -67.1979 690.408 0 -276.163 -26.8791 0.424134 -67.1979 690.408
|
||||
3.23 -4.57398e-13 182.942 4.20464 -0.230418 -10.5116 457.356 4.57398e-13 -182.942 -4.20464 0.230418 -10.5116 457.356
|
||||
3.24 6.09864e-13 90.6882 -11.2367 -0.0647544 28.0916 226.721 -6.09864e-13 -90.6882 11.2367 0.0647544 28.0916 226.721
|
||||
3.25 0 -0.0968235 -21.8341 0.0811709 54.5853 -0.242059 0 0.0968235 21.8341 -0.0811709 54.5853 -0.242059
|
||||
3.26 0 -89.0986 -30.3795 0.217384 75.9488 -222.747 0 89.0986 30.3795 -0.217384 75.9488 -222.747
|
||||
3.27 0 -176.095 -39.7573 0.354356 99.3933 -440.237 0 176.095 39.7573 -0.354356 99.3933 -440.237
|
||||
3.28 0 -260.846 -52.6336 0.501721 131.584 -652.115 0 260.846 52.6336 -0.501721 131.584 -652.115
|
||||
3.29 0 -342.99 -71.1714 0.667099 177.929 -857.476 0 342.99 71.1714 -0.667099 177.929 -857.476
|
||||
3.3 0 -421.96 -96.7979 0.855132 241.995 -1054.9 0 421.96 96.7979 -0.855132 241.995 -1054.9
|
||||
3.31 0 -496.93 -130.042 1.06683 325.105 -1242.33 0 496.93 130.042 -1.06683 325.105 -1242.33
|
||||
3.32 0 -566.812 -170.459 1.29925 426.147 -1417.03 0 566.812 170.459 -1.29925 426.147 -1417.03
|
||||
3.33 0 -630.283 -216.644 1.54565 541.61 -1575.71 0 630.283 216.644 -1.54565 541.61 -1575.71
|
||||
3.34 0 -685.854 -266.339 1.79585 665.848 -1714.63 0 685.854 266.339 -1.79585 665.848 -1714.63
|
||||
3.35 0 -731.953 -316.617 2.03714 791.543 -1829.88 0 731.953 316.617 -2.03714 791.543 -1829.88
|
||||
3.36 0 -767.028 -364.132 2.25521 910.33 -1917.57 0 767.028 364.132 -2.25521 910.33 -1917.57
|
||||
3.37 0 -789.648 -405.408 2.43545 1013.52 -1974.12 0 789.648 405.408 -2.43545 1013.52 -1974.12
|
||||
3.38 0 -798.603 -437.145 2.56414 1092.86 -1996.51 0 798.603 437.145 -2.56414 1092.86 -1996.51
|
||||
3.39 0 -793.003 -456.508 2.62968 1141.27 -1982.51 0 793.003 456.508 -2.62968 1141.27 -1982.51
|
||||
3.4 0 -772.365 -461.38 2.62362 1153.45 -1930.91 0 772.365 461.38 -2.62362 1153.45 -1930.91
|
||||
3.41 0 -736.685 -450.552 2.54147 1126.38 -1841.71 0 736.685 450.552 -2.54147 1126.38 -1841.71
|
||||
3.42 0 -686.477 -423.837 2.38313 1059.59 -1716.19 0 686.477 423.837 -2.38313 1059.59 -1716.19
|
||||
3.43 0 -622.789 -382.096 2.15305 955.241 -1556.97 0 622.789 382.096 -2.15305 955.241 -1556.97
|
||||
3.44 0 -547.169 -327.179 1.85993 817.947 -1367.92 0 547.169 327.179 -1.85993 817.947 -1367.92
|
||||
3.45 0 -461.601 -261.781 1.51612 654.452 -1154 0 461.601 261.781 -1.51612 654.452 -1154
|
||||
3.46 -9.75782e-12 -368.397 -189.238 1.13676 473.095 -920.993 9.75782e-12 368.397 189.238 -1.13676 473.095 -920.993
|
||||
3.47 0 -270.076 -113.264 0.738609 283.16 -675.189 0 270.076 113.264 -0.738609 283.16 -675.189
|
||||
3.48 1.21973e-12 -169.224 -37.6657 0.338878 94.1641 -423.061 -1.21973e-12 169.224 37.6657 -0.338878 94.1641 -423.061
|
||||
3.49 -1.21973e-12 -68.3708 33.9463 -0.0460229 -84.8657 -170.927 1.21973e-12 68.3708 -33.9463 0.0460229 -84.8657 -170.927
|
||||
3.5 0 30.1332 98.4234 -0.40161 -246.059 75.333 0 -30.1332 -98.4234 0.40161 -246.059 75.333
|
||||
3.51 0 124.205 153.302 -0.716263 -383.256 310.513 0 -124.205 -153.302 0.716263 -383.256 310.513
|
||||
3.52 0 212.102 196.963 -0.981906 -492.409 530.256 0 -212.102 -196.963 0.981906 -492.409 530.256
|
||||
3.53 0 292.465 228.714 -1.19437 -571.786 731.162 0 -292.465 -228.714 1.19437 -571.786 731.162
|
||||
3.54 0 364.334 248.791 -1.3534 -621.979 910.835 0 -364.334 -248.791 1.3534 -621.979 910.835
|
||||
3.55 0 427.146 258.281 -1.4624 -645.703 1067.87 0 -427.146 -258.281 1.4624 -645.703 1067.87
|
||||
3.56 0 480.697 258.972 -1.52779 -647.431 1201.74 0 -480.697 -258.972 1.52779 -647.431 1201.74
|
||||
3.57 0 525.082 253.15 -1.55819 -632.875 1312.7 0 -525.082 -253.15 1.55819 -632.875 1312.7
|
||||
3.58 0 560.621 243.356 -1.56343 -608.391 1401.55 0 -560.621 -243.356 1.56343 -608.391 1401.55
|
||||
3.59 0 587.764 232.134 -1.55351 -580.336 1469.41 0 -587.764 -232.134 1.55351 -580.336 1469.41
|
||||
3.6 0 607.002 221.784 -1.53757 -554.46 1517.5 0 -607.002 -221.784 1.53757 -554.46 1517.5
|
||||
3.61 0 618.777 214.146 -1.52296 -535.366 1546.94 0 -618.777 -214.146 1.52296 -535.366 1546.94
|
||||
3.62 0 623.425 210.437 -1.51462 -526.093 1558.56 0 -623.425 -210.437 1.51462 -526.093 1558.56
|
||||
3.63 0 621.134 211.145 -1.51458 -527.863 1552.83 0 -621.134 -211.145 1.51458 -527.863 1552.83
|
||||
3.64 0 611.935 216 -1.52187 -539.999 1529.84 0 -611.935 -216 1.52187 -539.999 1529.84
|
||||
3.65 0 595.724 224.01 -1.5327 -560.026 1489.31 0 -595.724 -224.01 1.5327 -560.026 1489.31
|
||||
3.66 0 572.297 233.579 -1.54087 -583.948 1430.74 0 -572.297 -233.579 1.54087 -583.948 1430.74
|
||||
3.67 0 541.409 242.667 -1.5385 -606.667 1353.52 0 -541.409 -242.667 1.5385 -606.667 1353.52
|
||||
3.68 0 502.843 249.001 -1.51687 -622.501 1257.11 0 -502.843 -249.001 1.51687 -622.501 1257.11
|
||||
3.69 0 456.474 250.307 -1.46737 -625.768 1141.19 0 -456.474 -250.307 1.46737 -625.768 1141.19
|
||||
3.7 0 402.349 244.545 -1.38245 -611.363 1005.87 0 -402.349 -244.545 1.38245 -611.363 1005.87
|
||||
3.71 0 340.738 230.115 -1.25647 -575.286 851.846 0 -340.738 -230.115 1.25647 -575.286 851.846
|
||||
3.72 0 272.199 206.031 -1.08642 -515.076 680.497 0 -272.199 -206.031 1.08642 -515.076 680.497
|
||||
3.73 0 197.598 172.04 -0.872385 -430.101 493.996 0 -197.598 -172.04 0.872385 -430.101 493.996
|
||||
3.74 0 118.129 128.676 -0.617737 -321.69 295.322 0 -118.129 -128.676 0.617737 -321.69 295.322
|
||||
3.75 0 35.2877 77.2371 -0.329076 -193.093 88.2194 0 -35.2877 -77.2371 0.329076 -193.093 88.2194
|
||||
3.76 1.21973e-12 -49.1708 19.7086 -0.0158467 -49.2716 -122.927 -1.21973e-12 49.1708 -19.7086 0.0158467 -49.2716 -122.927
|
||||
3.77 -2.43945e-12 -133.306 -41.3827 0.310269 103.457 -333.265 2.43945e-12 133.306 41.3827 -0.310269 103.457 -333.265
|
||||
3.78 0 -215.082 -103.158 0.636168 257.894 -537.705 0 215.082 103.158 -0.636168 257.894 -537.705
|
||||
3.79 0 -292.469 -162.604 0.948255 406.509 -731.173 0 292.469 162.604 -0.948255 406.509 -731.173
|
||||
3.8 0 -363.548 -216.806 1.23343 542.015 -908.87 0 363.548 216.806 -1.23343 542.015 -908.87
|
||||
3.81 0 -426.601 -263.169 1.48 657.922 -1066.5 0 426.601 263.169 -1.48 657.922 -1066.5
|
||||
3.82 0 -480.198 -299.61 1.67855 749.024 -1200.49 0 480.198 299.61 -1.67855 749.024 -1200.49
|
||||
3.83 0 -523.252 -324.709 1.8225 811.772 -1308.13 0 523.252 324.709 -1.8225 811.772 -1308.13
|
||||
3.84 0 -555.064 -337.801 1.90857 844.503 -1387.66 0 555.064 337.801 -1.90857 844.503 -1387.66
|
||||
3.85 0 -575.34 -339.008 1.93685 847.52 -1438.35 0 575.34 339.008 -1.93685 847.52 -1438.35
|
||||
3.86 1.95156e-11 -584.177 -329.199 1.91071 822.998 -1460.44 -1.95156e-11 584.177 329.199 -1.91071 822.998 -1460.44
|
||||
3.87 0 -582.039 -309.897 1.83635 774.741 -1455.1 0 582.039 309.897 -1.83635 774.741 -1455.1
|
||||
3.88 0 -569.699 -283.127 1.72223 707.816 -1424.25 0 569.699 283.127 -1.72223 707.816 -1424.25
|
||||
3.89 0 -548.173 -251.235 1.57827 628.087 -1370.43 0 548.173 251.235 -1.57827 628.087 -1370.43
|
||||
3.9 0 -518.635 -216.68 1.415 541.699 -1296.59 0 518.635 216.68 -1.415 541.699 -1296.59
|
||||
3.91 9.75782e-12 -482.331 -181.826 1.24268 454.565 -1205.83 -9.75782e-12 482.331 181.826 -1.24268 454.565 -1205.83
|
||||
3.92 -4.87891e-12 -440.5 -148.751 1.0705 371.878 -1101.25 4.87891e-12 440.5 148.751 -1.0705 371.878 -1101.25
|
||||
3.93 0 -394.296 -119.087 0.905884 297.718 -985.74 0 394.296 119.087 -0.905884 297.718 -985.74
|
||||
3.94 0 -344.743 -93.9044 0.75402 234.761 -861.858 0 344.743 93.9044 -0.75402 234.761 -861.858
|
||||
3.95 -2.43945e-12 -292.698 -73.6526 0.617589 184.132 -731.745 2.43945e-12 292.698 73.6526 -0.617589 184.132 -731.745
|
||||
3.96 2.43945e-12 -238.841 -58.1595 0.49675 145.399 -597.104 -2.43945e-12 238.841 58.1595 -0.49675 145.399 -597.104
|
||||
3.97 -2.43945e-12 -183.691 -46.6862 0.38936 116.715 -459.227 2.43945e-12 183.691 46.6862 -0.38936 116.715 -459.227
|
||||
3.98 0 -127.627 -38.0347 0.291404 95.0867 -319.067 0 127.627 38.0347 -0.291404 95.0867 -319.067
|
||||
3.99 1.21973e-12 -70.937 -30.6954 0.197599 76.7386 -177.343 -1.21973e-12 70.937 30.6954 -0.197599 76.7386 -177.343
|
||||
4 -1.21973e-12 -13.8639 -23.0212 0.102094 57.553 -34.6599 1.21973e-12 13.8639 23.0212 -0.102094 57.553 -34.6599
|
||||
400
examples/space_frame_3d_results/recorders/elem_15.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_15.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 -5.17736 -69.4568 -1.92598 -0.005913 4.79136 -163.269 5.17736 69.4568 1.92598 0.005913 4.83853 -184.015
|
||||
0.02 -15.8728 -372.887 -15.8369 -0.0496073 39.5207 -904.271 15.8728 372.887 15.8369 0.0496073 39.6635 -960.163
|
||||
0.03 -21.7842 -1003.63 -64.63 -0.206692 161.477 -2470.52 21.7842 1003.63 64.63 0.206692 161.673 -2547.62
|
||||
0.04 -27.7197 -1871.57 -178.659 -0.583561 446.522 -4627.59 27.7197 1871.57 178.659 0.583561 446.773 -4730.28
|
||||
0.05 -36.2534 -2762.66 -385.616 -1.2851 963.876 -6842.89 36.2534 2762.66 385.616 1.2851 964.202 -6970.4
|
||||
0.06 -39.8942 -3443.81 -707.672 -2.39633 1769 -8537.26 39.8942 3443.81 707.672 2.39633 1769.36 -8681.78
|
||||
0.07 -45.6013 -3758.27 -1163.34 -3.97076 2908.15 -9313.04 45.6013 3758.27 1163.34 3.97076 2908.56 -9478.31
|
||||
0.08 -50.5369 -3681.81 -1760.39 -5.99252 4400.76 -9115.04 50.5369 3681.81 1760.39 5.99252 4401.21 -9294.02
|
||||
0.09 -52.276 -3329.26 -2478.41 -8.3238 6195.78 -8227.75 52.276 3329.26 2478.41 8.3238 6196.26 -8418.54
|
||||
0.1 -56.29 -2907.31 -3259.82 -10.7016 8149.29 -7167.79 56.29 2907.31 3259.82 10.7016 8149.8 -7368.73
|
||||
0.11 -57.1171 -2623.65 -4026.82 -12.8234 10066.8 -6456.54 57.1171 2623.65 4026.82 12.8234 10067.3 -6661.7
|
||||
0.12 -57.5207 -2589.69 -4715.35 -14.4712 11788.1 -6370 57.5207 2589.69 4715.35 14.4712 11788.6 -6578.47
|
||||
0.13 -58.1817 -2769.95 -5296.34 -15.5712 13240.6 -6821.24 58.1817 2769.95 5296.34 15.5712 13241.1 -7028.5
|
||||
0.14 -55.9664 -3009.97 -5765.06 -16.1444 14412.4 -7423.57 55.9664 3009.97 5765.06 16.1444 14412.9 -7626.29
|
||||
0.15 -54.6005 -3125.94 -6111.59 -16.2076 15278.7 -7716.86 54.6005 3125.94 6111.59 16.2076 15279.2 -7912.85
|
||||
0.16 -51.6452 -3000.68 -6303.6 -15.7297 15758.8 -7409.15 51.6452 3000.68 6303.6 15.7297 15759.2 -7594.28
|
||||
0.17 -47.5943 -2633.91 -6297.27 -14.6714 15743 -6498.62 47.5943 2633.91 6297.27 14.6714 15743.4 -6670.93
|
||||
0.18 -43.8538 -2129.85 -6061.96 -13.0473 15154.7 -5246.28 43.8538 2129.85 6061.96 13.0473 15155.1 -5402.96
|
||||
0.19 -38.3726 -1640.87 -5592.76 -10.9365 13981.7 -4032.91 38.3726 1640.87 5592.76 10.9365 13982.1 -4171.46
|
||||
0.2 -33.052 -1298.75 -4902.89 -8.44303 12257.1 -3187.41 33.052 1298.75 4902.89 8.44303 12257.4 -3306.35
|
||||
0.21 -27.1875 -1159.63 -4011.18 -5.66839 10027.8 -2850.43 27.1875 1159.63 4011.18 5.66839 10028.1 -2947.71
|
||||
0.22 -20.565 -1180.25 -2942.79 -2.73672 7356.89 -2913.33 20.565 1180.25 2942.79 2.73672 7357.07 -2987.92
|
||||
0.23 -14.3069 -1235.5 -1741.48 0.164986 4353.64 -3063.24 14.3069 1235.5 1741.48 -0.164986 4353.77 -3114.24
|
||||
0.24 -7.4032 -1174.33 -475.643 2.79876 1189.07 -2922.45 7.4032 1174.33 475.643 -2.79876 1189.14 -2949.21
|
||||
0.25 -0.678578 -891.405 774.376 4.9543 -1935.94 -2227.21 0.678578 891.405 -774.376 -4.9543 -1935.94 -2229.81
|
||||
0.26 5.87824 -377.832 1939.67 6.53268 -4849.15 -955.302 -5.87824 377.832 -1939.67 -6.53268 -4849.2 -933.855
|
||||
0.27 12.5407 277.119 2977.1 7.56235 -7442.69 670.396 -12.5407 -277.119 -2977.1 -7.56235 -7442.81 715.2
|
||||
0.28 18.6234 933.399 3863.82 8.1397 -9659.47 2299.93 -18.6234 -933.399 -3863.82 -8.1397 -9659.63 2367.06
|
||||
0.29 24.5261 1468.03 4580.63 8.3552 -11451.5 3625.97 -24.5261 -1468.03 -4580.63 -8.3552 -11451.7 3714.18
|
||||
0.3 29.9417 1826.52 5101.73 8.26712 -12754.2 4512.53 -29.9417 -1826.52 -5101.73 -8.26712 -12754.5 4620.08
|
||||
0.31 34.7179 2035.55 5399.7 7.92637 -13499.1 5026.37 -34.7179 -2035.55 -5399.7 -7.92637 -13499.4 5151.39
|
||||
0.32 39.0427 2177.84 5459.16 7.40702 -13647.7 5374.45 -39.0427 -2177.84 -5459.16 -7.40702 -13648.1 5514.75
|
||||
0.33 42.5722 2346.05 5286.59 6.80594 -13216.3 5788.54 -42.5722 -2346.05 -5286.59 -6.80594 -13216.7 5941.69
|
||||
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0.35 47.587 2922.5 4372.08 5.72818 -10930 7220.71 -47.587 -2922.5 -4372.08 -5.72818 -10930.4 7391.78
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0.36 48.8886 3252.44 3724.72 5.4054 -9311.57 8043.16 -48.8886 -3252.44 -3724.72 -5.4054 -9312.01 8219.06
|
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0.37 49.4784 3483.28 3025.23 5.32316 -7562.86 8619.25 -49.4784 -3483.28 -3025.23 -5.32316 -7563.31 8797.16
|
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0.38 49.2365 3526.74 2333.46 5.53672 -5833.43 8728.32 -49.2365 -3526.74 -2333.46 -5.53672 -5833.88 8905.4
|
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0.39 48.2331 3351.43 1705.4 6.04885 -4263.28 8291.83 -48.2331 -3351.43 -1705.4 -6.04885 -4263.71 8465.33
|
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0.4 46.5065 2997.46 1185.23 6.78606 -2962.86 7410.04 -46.5065 -2997.46 -1185.23 -6.78606 -2963.28 7577.26
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0.41 44.0354 2556.77 799.858 7.61158 -1999.45 6312.72 -44.0354 -2556.77 -799.858 -7.61158 -1999.84 6471.13
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0.42 40.9337 2130.67 559.089 8.36863 -1397.54 5253.07 -40.9337 -2130.67 -559.089 -8.36863 -1397.91 5400.28
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0.43 37.2134 1787.05 460.362 8.92365 -1150.74 4400.7 -37.2134 -1787.05 -460.362 -8.92365 -1151.07 4534.53
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0.44 32.9517 1537.31 494.023 9.18531 -1234.91 3784.02 -32.9517 -1537.31 -494.023 -9.18531 -1235.21 3902.55
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0.45 28.2399 1341.02 645.197 9.09908 -1612.87 3301.78 -28.2399 -1341.02 -645.197 -9.09908 -1613.12 3403.33
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0.46 23.1268 1132.77 891.459 8.63431 -2228.54 2790.33 -23.1268 -1132.77 -891.459 -8.63431 -2228.75 2873.51
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0.47 17.7253 857.44 1198.91 7.77765 -2997.19 2111.72 -17.7253 -857.44 -1198.91 -7.77765 -2997.35 2175.47
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0.48 12.1101 498.157 1520.75 6.53366 -3801.82 1223.62 -12.1101 -498.157 -1520.75 -6.53366 -3801.93 1267.17
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0.49 6.3703 85.0281 1801.1 4.92668 -4502.73 201.109 -6.3703 -85.0281 -1801.1 -4.92668 -4502.79 224.032
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0.59 -38.8452 -1974.61 -3456.8 -11.6719 8641.82 -4866.68 38.8452 1974.61 3456.8 11.6719 8642.17 -5006.38
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0.6 -40.6526 -2206.24 -4365.69 -11.3879 10914.1 -5442.49 40.6526 2206.24 4365.69 11.3879 10914.4 -5588.7
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|
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|
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0.71 -19.7675 -1431.53 -729.769 -1.40268 1824.33 -3543.29 19.7675 1431.53 729.769 1.40268 1824.51 -3614.38
|
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|
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0.74 -5.4462 -164.005 2228.29 -1.57462 -5570.74 -400.217 5.4462 164.005 -2228.29 1.57462 -5570.7 -419.808
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0.76 4.35381 479.106 3305.23 -1.41333 -8263.06 1189.94 -4.35381 -479.106 -3305.23 1.41333 -8263.1 1205.59
|
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0.77 9.09782 743.231 3498.4 -1.06035 -8745.95 1841.72 -9.09782 -743.231 -3498.4 1.06035 -8746.03 1874.43
|
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0.78 13.6397 998.426 3462.87 -0.487924 -8657.1 2471.54 -13.6397 -998.426 -3462.87 0.487924 -8657.23 2520.59
|
||||
0.79 17.9106 1255.21 3222.06 0.311543 -8055.08 3105.81 -17.9106 -1255.21 -3222.06 -0.311543 -8055.24 3170.22
|
||||
0.8 21.8467 1505.23 2816.73 1.32987 -7041.73 3723.8 -21.8467 -1505.23 -2816.73 -1.32987 -7041.92 3802.37
|
||||
0.81 25.3905 1724.71 2301.02 2.54046 -5752.44 4266.11 -25.3905 -1724.71 -2301.02 -2.54046 -5752.67 4357.43
|
||||
0.82 28.491 1885.71 1736.19 3.89552 -4340.35 4663.05 -28.491 -1885.71 -1736.19 -3.89552 -4340.61 4765.51
|
||||
0.83 31.1053 1969.73 1183.71 5.32578 -2959.13 4868.38 -31.1053 -1969.73 -1183.71 -5.32578 -2959.41 4980.25
|
||||
0.84 33.1982 1976.87 699.47 6.74381 -1748.53 4882.48 -33.1982 -1976.87 -699.47 -6.74381 -1748.83 5001.88
|
||||
0.85 34.7433 1926.81 329.774 8.05084 -824.278 4754.55 -34.7433 -1926.81 -329.774 -8.05084 -824.591 4879.5
|
||||
0.86 35.7234 1851.06 108.65 9.14678 -271.465 4563.42 -35.7234 -1851.06 -108.65 -9.14678 -271.787 4691.9
|
||||
0.87 36.1299 1780.43 56.0867 9.94233 -140.054 4386.11 -36.1299 -1780.43 -56.0867 -9.94233 -140.38 4516.05
|
||||
0.88 35.9637 1733.2 176.94 10.371 -442.188 4268.33 -35.9637 -1733.2 -176.94 -10.371 -442.512 4397.67
|
||||
0.89 35.2346 1709.31 460.721 10.3977 -1151.64 4209.91 -35.2346 -1709.31 -460.721 -10.3977 -1151.96 4336.63
|
||||
0.9 33.961 1692.81 882.381 10.0211 -2205.8 4170.95 -33.961 -1692.81 -882.381 -10.0211 -2206.1 4293.09
|
||||
0.91 32.1698 1660.95 1404 9.27008 -3509.86 4094.51 -32.1698 -1660.95 -1404 -9.27008 -3510.15 4210.21
|
||||
0.92 29.8954 1595.3 1977.24 8.19562 -4942.97 3934.48 -29.8954 -1595.3 -1977.24 -8.19562 -4943.24 4042
|
||||
0.93 27.1799 1489.65 2546.53 6.86384 -6366.21 3675.25 -27.1799 -1489.65 -2546.53 -6.86384 -6366.45 3773
|
||||
0.94 24.0712 1351.3 3053.25 5.35039 -7633.01 3334.96 -24.0712 -1351.3 -3053.25 -5.35039 -7633.23 3421.54
|
||||
0.95 20.6231 1195.69 3440.88 3.73732 -8602.1 2952.15 -20.6231 -1195.69 -3440.88 -3.73732 -8602.28 3026.32
|
||||
0.96 16.8941 1037.52 3660.65 2.11022 -9151.55 2563.42 -16.8941 -1037.52 -3660.65 -2.11022 -9151.7 2624.18
|
||||
0.97 12.9462 882.783 3676.69 0.55422 -9191.67 2183.68 -12.9462 -882.783 -3676.69 -0.55422 -9191.79 2230.24
|
||||
0.98 8.84421 725.562 3469.61 -0.851684 -8673.98 1798 -8.84421 -725.562 -3469.61 0.851684 -8674.06 1829.81
|
||||
0.99 4.65451 550.925 3037.91 -2.0415 -7594.74 1368.94 -4.65451 -550.925 -3037.91 2.0415 -7594.79 1385.68
|
||||
1 0.443997 342.458 2397.43 -2.96913 -5993.57 855.345 -0.443997 -342.458 -2397.43 2.96913 -5993.58 856.945
|
||||
1.01 -3.72091 90.8437 1579.43 -3.61398 -3948.6 233.799 3.72091 -90.8437 -1579.43 3.61398 -3948.56 220.42
|
||||
1.02 -7.77534 -200.459 627.931 -3.98356 -1569.86 -487.166 7.77534 200.459 -627.931 3.98356 -1569.79 -515.127
|
||||
1.03 -11.657 -514.973 -403.317 -4.11208 1008.24 -1266.47 11.657 514.973 403.317 4.11208 1008.35 -1308.39
|
||||
1.04 -15.307 -828.358 -1454.22 -4.0546 3635.49 -2043.37 15.307 828.358 1454.22 4.0546 3635.62 -2098.42
|
||||
1.05 -18.671 -1116.47 -2462.23 -3.87817 6155.49 -2757.6 18.671 1116.47 2462.23 3.87817 6155.66 -2824.75
|
||||
1.06 -21.6996 -1362.65 -3366.59 -3.65216 8416.37 -3367.61 21.6996 1362.65 3366.59 3.65216 8416.57 -3445.65
|
||||
1.07 -24.3495 -1561.17 -4112.69 -3.44016 10281.6 -3859.14 24.3495 1561.17 4112.69 3.44016 10281.8 -3946.71
|
||||
1.08 -26.5837 -1715.65 -4656.22 -3.29475 11640.4 -4241.32 26.5837 1715.65 4656.22 3.29475 11640.7 -4336.93
|
||||
1.09 -28.3723 -1833.79 -4966.67 -3.25478 12416.6 -4533.46 28.3723 1833.79 4966.67 3.25478 12416.8 -4635.5
|
||||
1.1 -29.6929 -1921.17 -5029.98 -3.34436 12574.8 -4749.52 29.6929 1921.17 5029.98 3.34436 12575.1 -4856.31
|
||||
1.11 -30.5305 -1977.16 -4849.82 -3.57209 12124.4 -4888.01 30.5305 1977.16 4849.82 3.57209 12124.7 -4997.81
|
||||
1.12 -30.8779 -1994.9 -4447.28 -3.93026 11118.1 -4931.72 30.8779 1994.9 4447.28 3.93026 11118.3 -5042.78
|
||||
1.13 -30.7359 -1964.97 -3858.7 -4.39418 9646.61 -4857.15 30.7359 1964.97 3858.7 4.39418 9646.89 -4967.69
|
||||
1.14 -30.1128 -1881.03 -3132.06 -4.92251 7830.02 -4648.43 30.1128 1881.03 3132.06 4.92251 7830.29 -4756.73
|
||||
1.15 -29.0243 -1744.49 -2322.58 -5.45953 5806.33 -4309.04 29.0243 1744.49 2322.58 5.45953 5806.59 -4413.43
|
||||
1.16 -27.4934 -1565.99 -1488.15 -5.93978 3720.26 -3865.53 27.4934 1565.99 1488.15 5.93978 3720.51 -3964.41
|
||||
1.17 -25.5497 -1362.95 -685.139 -6.29495 1712.73 -3361.42 25.5497 1362.95 685.139 6.29495 1712.96 -3453.31
|
||||
1.18 -23.2289 -1154.36 35.3352 -6.46203 -88.4427 -2844.14 23.2289 1154.36 -35.3352 6.46203 -88.2334 -2927.68
|
||||
1.19 -20.5721 -955.078 630.652 -6.39118 -1576.72 -2350.7 20.5721 955.078 -630.652 6.39118 -1576.54 -2424.69
|
||||
1.2 -17.6252 -772.053 1069.51 -6.05183 -2673.86 -1898.44 17.6252 772.053 -1069.51 6.05183 -2673.71 -1961.83
|
||||
1.21 -14.4383 -604.062 1334.12 -5.43592 -3335.37 -1484.19 14.4383 604.062 -1334.12 5.43592 -3335.24 -1536.12
|
||||
1.22 -11.0643 -444.623 1421.43 -4.55784 -3553.64 -1091.66 11.0643 444.623 -1421.43 4.55784 -3553.54 -1131.46
|
||||
1.23 -7.55858 -286.59 1343.31 -3.45191 -3358.31 -702.881 7.55858 286.59 -1343.31 3.45191 -3358.24 -730.068
|
||||
1.24 -3.97791 -126.189 1125.35 -2.16836 -2813.4 -308.318 3.97791 126.189 -1125.35 2.16836 -2813.36 -322.627
|
||||
1.25 -0.379456 35.272 804.576 -0.768934 -2011.44 88.8636 0.379456 -35.272 -804.576 0.768934 -2011.44 87.4963
|
||||
1.26 3.18002 192.596 425.996 0.677289 -1064.98 475.772 -3.18002 -192.596 -425.996 -0.677289 -1065 487.206
|
||||
1.27 6.64509 339.934 38.4361 2.09781 -96.0602 837.886 -6.64509 -339.934 -38.4361 -2.09781 -96.1201 861.783
|
||||
1.28 9.96248 474.315 -309.975 3.42085 774.983 1167.87 -9.96248 -474.315 309.975 -3.42085 774.894 1203.7
|
||||
1.29 13.0819 597.642 -576.109 4.57997 1440.33 1470.58 -13.0819 -597.642 576.109 -4.57997 1440.21 1517.63
|
||||
1.3 15.9569 716.146 -725.427 5.51924 1813.64 1761.67 -15.9569 -716.146 725.427 -5.51924 1813.5 1819.06
|
||||
1.31 18.5453 837.55 -734.558 6.1983 1836.48 2060.53 -18.5453 -837.55 734.558 -6.1983 1836.31 2127.22
|
||||
1.32 20.8099 967.269 -592.796 6.59639 1482.08 2380.75 -20.8099 -967.269 592.796 -6.59639 1481.9 2455.59
|
||||
1.33 22.7194 1105.38 -302.615 6.7144 756.64 2722.6 -22.7194 -1105.38 302.615 -6.7144 756.435 2804.31
|
||||
1.34 24.248 1245.73 120.658 6.57442 -301.535 3070.73 -24.248 -1245.73 -120.658 -6.57442 -301.754 3157.93
|
||||
1.35 25.3766 1377.51 649.964 6.21668 -1624.8 3398.13 -25.3766 -1377.51 -649.964 -6.21668 -1625.02 3489.4
|
||||
1.36 26.0924 1488.52 1248.43 5.69439 -3120.96 3674.39 -26.0924 -1488.52 -1248.43 -5.69439 -3121.2 3768.23
|
||||
1.37 26.3894 1568.79 1872.09 5.06757 -4680.12 3874.51 -26.3894 -1568.79 -1872.09 -5.06757 -4680.36 3969.42
|
||||
1.38 26.268 1612.79 2473.27 4.39681 -6183.07 3984.75 -26.268 -1612.79 -2473.27 -4.39681 -6183.31 4079.22
|
||||
1.39 25.7355 1619.84 3004.42 3.73798 -7510.93 4003.32 -25.7355 -1619.84 -3004.42 -3.73798 -7511.17 4095.88
|
||||
1.4 24.8052 1592.38 3422.02 3.13825 -8554.94 3936.36 -24.8052 -1592.38 -3422.02 -3.13825 -8555.17 4025.57
|
||||
1.41 23.4969 1533.55 3690.23 2.63334 -9225.48 3791.63 -23.4969 -1533.55 -3690.23 -2.63334 -9225.69 3876.14
|
||||
1.42 21.8357 1445.08 3783.83 2.24573 -9459.47 3573.43 -21.8357 -1445.08 -3783.83 -2.24573 -9459.67 3651.96
|
||||
1.43 19.8522 1326.67 3690.17 1.98351 -9225.34 3280.98 -19.8522 -1326.67 -3690.17 -1.98351 -9225.52 3352.38
|
||||
1.44 17.5816 1177.1 3410.08 1.83992 -8525.12 2911.14 -17.5816 -1177.1 -3410.08 -1.83992 -8525.28 2974.37
|
||||
1.45 15.0632 996.322 2957.48 1.79374 -7393.62 2463.72 -15.0632 -996.322 -2957.48 -1.79374 -7393.76 2517.89
|
||||
1.46 12.3395 787.574 2358.06 1.81116 -5895.09 1946.74 -12.3395 -787.574 -2358.06 -1.81116 -5895.2 1991.12
|
||||
1.47 9.45593 558.349 1647.13 1.84903 -4117.78 1378.87 -9.45593 -558.349 -1647.13 -1.84903 -4117.87 1412.88
|
||||
1.48 6.45983 319.681 866.92 1.85961 -2167.27 787.585 -6.45983 -319.681 -866.92 -1.85961 -2167.33 810.82
|
||||
1.49 3.39966 83.9937 63.5442 1.79613 -158.845 203.87 -3.39966 -83.9937 -63.5442 -1.79613 -158.876 216.099
|
||||
1.5 0.324297 -137.603 -716.194 1.61843 1790.49 -344.592 -0.324297 137.603 716.194 -1.61843 1790.48 -343.424
|
||||
1.51 -2.71776 -337.495 -1428.04 1.29778 3570.08 -838.851 2.71776 337.495 1428.04 -1.29778 3570.1 -848.623
|
||||
1.52 -5.67913 -512.391 -2033.38 0.820184 5083.42 -1270.77 5.67913 512.391 2033.38 -0.820184 5083.47 -1291.19
|
||||
1.53 -8.5143 -662.622 -2501.99 0.187755 6254.94 -1641.25 8.5143 662.622 2501.99 -0.187755 6255.02 -1671.87
|
||||
1.54 -11.1803 -790.389 -2814.16 -0.581686 7035.36 -1955.87 11.1803 790.389 2814.16 0.581686 7035.46 -1996.08
|
||||
1.55 -13.6373 -897.849 -2961.92 -1.4565 7404.73 -2220.1 13.6373 897.849 2961.92 1.4565 7404.86 -2269.15
|
||||
1.56 -15.8494 -985.927 -2949.29 -2.39404 7373.15 -2436.32 15.8494 985.927 2949.29 2.39404 7373.3 -2493.32
|
||||
1.57 -17.7849 -1054.28 -2791.54 -3.34395 6978.78 -2603.73 17.7849 1054.28 2791.54 3.34395 6978.94 -2667.69
|
||||
1.58 -19.4168 -1102.29 -2513.48 -4.25179 6283.61 -2720.81 19.4168 1102.29 2513.48 4.25179 6283.78 -2790.64
|
||||
1.59 -20.7232 -1130.4 -2147.03 -5.06279 5367.47 -2788.73 20.7232 1130.4 2147.03 5.06279 5367.66 -2863.26
|
||||
1.6 -21.6878 -1141.07 -1728.4 -5.72592 4320.9 -2813.67 21.6878 1141.07 1728.4 5.72592 4321.09 -2891.66
|
||||
1.61 -22.2995 -1138.72 -1295.08 -6.19799 3237.59 -2806.71 22.2995 1138.72 1295.08 6.19799 3237.79 -2886.91
|
||||
1.62 -22.5533 -1128.71 -882.897 -6.44746 2207.14 -2781.21 22.5533 1128.71 882.897 6.44746 2207.35 -2862.33
|
||||
1.63 -22.4496 -1115.57 -523.429 -6.45754 1308.47 -2748.56 22.4496 1115.57 523.429 6.45754 1308.67 -2829.3
|
||||
1.64 -21.9944 -1101.54 -241.79 -6.22798 604.375 -2714.29 21.9944 1101.54 241.79 6.22798 604.574 -2793.39
|
||||
1.65 -21.1994 -1085.74 -54.9797 -5.77529 137.354 -2676.22 21.1994 1085.74 54.9797 5.77529 137.545 -2752.46
|
||||
1.66 -20.0813 -1064.56 29.1785 -5.13107 -73.0366 -2625.3 20.0813 1064.56 -29.1785 5.13107 -72.8557 -2697.52
|
||||
1.67 -18.6616 -1032.95 12.4211 -4.33893 -31.1368 -2548.81 18.6616 1032.95 -12.4211 4.33893 -30.9686 -2615.92
|
||||
1.68 -16.9664 -986.02 -94.3167 -3.45026 235.715 -2434.54 16.9664 986.02 94.3167 3.45026 235.868 -2495.56
|
||||
1.69 -15.0259 -920.483 -272.017 -2.51961 679.976 -2274.19 15.0259 920.483 272.017 2.51961 680.111 -2328.23
|
||||
1.7 -12.8735 -835.183 -495.386 -1.60017 1238.41 -2064.81 12.8735 835.183 495.386 1.60017 1238.52 -2111.11
|
||||
1.71 -10.5458 -730.819 -735.187 -0.739837 1837.92 -1808.08 10.5458 730.819 735.187 0.739837 1838.02 -1846.01
|
||||
1.72 -8.08138 -609.081 -960.875 0.0219443 2402.15 -1508.17 8.08138 609.081 960.875 -0.0219443 2402.22 -1537.24
|
||||
1.73 -5.52081 -471.747 -1143.26 0.656571 2858.13 -1169.44 5.52081 471.747 1143.26 -0.656571 2858.18 -1189.3
|
||||
1.74 -2.90548 -320.231 -1256.97 1.14782 3142.41 -795.352 2.90548 320.231 1256.97 -1.14782 3142.44 -805.803
|
||||
1.75 -0.277156 -155.808 -1282.46 1.49256 3206.14 -389.02 0.277156 155.808 1282.46 -1.49256 3206.14 -390.018
|
||||
1.76 2.3227 19.6392 -1207.48 1.70055 3018.71 44.9221 -2.3227 -19.6392 1207.48 -1.70055 3018.69 53.2738
|
||||
1.77 4.85359 202.756 -1027.95 1.7932 2569.9 498.163 -4.85359 -202.756 1027.95 -1.7932 2569.85 515.617
|
||||
1.78 7.27662 388.238 -748.131 1.80113 1870.36 957.511 -7.27662 -388.238 748.131 -1.80113 1870.3 983.68
|
||||
1.79 9.55508 569.043 -380.253 1.76091 950.675 1405.43 -9.55508 -569.043 380.253 -1.76091 950.589 1439.79
|
||||
1.8 11.655 737.299 56.4369 1.71094 -141.04 1822.29 -11.655 -737.299 -56.4369 -1.71094 -141.145 1864.21
|
||||
1.81 13.5455 885.602 537.095 1.68724 -1342.68 2189.65 -13.5455 -885.602 -537.095 -1.68724 -1342.8 2238.36
|
||||
1.82 15.1996 1008.23 1033.11 1.71952 -2582.71 2493.24 -15.1996 -1008.23 -1033.11 -1.71952 -2582.85 2547.91
|
||||
1.83 16.5943 1101.85 1514.23 1.82812 -3785.49 2724.79 -16.5943 -1101.85 -1514.23 -1.82812 -3785.64 2784.47
|
||||
1.84 17.7108 1165.54 1950.79 2.02203 -4876.89 2882 -17.7108 -1165.54 -1950.79 -2.02203 -4877.05 2945.7
|
||||
1.85 18.5352 1200.18 2315.95 2.29834 -5789.79 2967.12 -18.5352 -1200.18 -2315.95 -2.29834 -5789.96 3033.78
|
||||
1.86 19.058 1207.64 2587.64 2.64266 -6469.03 2984.84 -19.058 -1207.64 -2587.64 -2.64266 -6469.2 3053.38
|
||||
1.87 19.2749 1190.1 2750.11 3.03076 -6875.2 2940.59 -19.2749 -1190.1 -2750.11 -3.03076 -6875.37 3009.91
|
||||
1.88 19.1862 1149.7 2794.9 3.43074 -6987.16 2839.76 -19.1862 -1149.7 -2794.9 -3.43074 -6987.33 2908.76
|
||||
1.89 18.7972 1088.78 2721.22 3.80586 -6802.97 2688.14 -18.7972 -1088.78 -2721.22 -3.80586 -6803.14 2755.74
|
||||
1.9 18.1178 1010.17 2535.78 4.11766 -6339.38 2492.85 -18.1178 -1010.17 -2535.78 -4.11766 -6339.54 2558.02
|
||||
1.91 17.1622 917.624 2252 4.32929 -5629.93 2263.2 -17.1622 -917.624 -2252 -4.32929 -5630.09 2324.92
|
||||
1.92 15.9489 815.686 1888.86 4.40883 -4722.08 2010.54 -15.9489 -815.686 -1888.86 -4.40883 -4722.22 2067.9
|
||||
1.93 14.5001 709.278 1469.38 4.33237 -3673.4 1747.12 -14.5001 -709.278 -1469.38 -4.33237 -3673.53 1799.27
|
||||
1.94 12.8417 602.894 1018.98 4.08659 -2547.39 1484.14 -12.8417 -602.894 -1018.98 -4.08659 -2547.5 1530.33
|
||||
1.95 11.0022 499.793 563.619 3.67034 -1409 1229.7 -11.0022 -499.793 -563.619 -3.67034 -1409.1 1269.27
|
||||
1.96 9.01278 401.491 128.091 3.09524 -320.187 987.519 -9.01278 -401.491 -128.091 -3.09524 -320.268 1019.93
|
||||
1.97 6.90663 307.737 -265.656 2.38489 664.172 756.921 -6.90663 -307.737 265.656 -2.38489 664.11 781.762
|
||||
1.98 4.71828 216.979 -599.91 1.57301 1499.8 533.962 -4.71828 -216.979 599.91 -1.57301 1499.75 550.932
|
||||
1.99 2.48312 127.121 -862.243 0.700621 2155.62 313.337 -2.48312 -127.121 862.243 -0.700621 2155.6 322.269
|
||||
2 0.236867 36.2785 -1046.13 -0.187364 2615.33 90.2695 -0.236867 -36.2785 1046.13 0.187364 2615.33 91.123
|
||||
2.01 -1.98506 -56.7291 -1151.08 -1.04569 2877.7 -138.254 1.98506 56.7291 1151.08 1.04569 2877.71 -145.392
|
||||
2.02 -4.14805 -152.253 -1182.28 -1.83219 2955.68 -373.175 4.14805 152.253 1182.28 1.83219 2955.72 -388.092
|
||||
2.03 -6.21887 -250.005 -1149.81 -2.51081 2874.49 -613.83 6.21887 250.005 1149.81 2.51081 2874.55 -636.195
|
||||
2.04 -8.16611 -349.359 -1067.54 -3.05397 2668.8 -858.712 8.16611 349.359 1067.54 3.05397 2668.88 -888.08
|
||||
2.05 -9.96075 -449.555 -951.795 -3.44438 2379.44 -1105.98 9.96075 449.555 951.795 3.44438 2379.53 -1141.8
|
||||
2.06 -11.5765 -549.672 -819.963 -3.67586 2049.86 -1353.36 11.5765 549.672 819.963 3.67586 2049.96 -1395
|
||||
2.07 -12.9901 -648.37 -689.076 -3.75356 1722.63 -1597.56 12.9901 648.37 689.076 3.75356 1722.75 -1644.28
|
||||
2.08 -14.1821 -743.557 -574.533 -3.6931 1436.27 -1833.39 14.1821 743.557 574.533 3.6931 1436.4 -1884.39
|
||||
2.09 -15.1363 -832.189 -489.003 -3.51892 1222.44 -2053.25 15.1363 832.189 489.003 3.51892 1222.58 -2107.69
|
||||
2.1 -15.8408 -910.351 -441.556 -3.26184 1103.82 -2247.39 15.8408 910.351 441.556 3.26184 1103.96 -2304.36
|
||||
2.11 -16.2876 -973.665 -437.091 -2.95602 1092.65 -2404.87 16.2876 973.665 437.091 2.95602 1092.8 -2463.45
|
||||
2.12 -16.473 -1017.94 -476.079 -2.63563 1190.12 -2515.22 16.473 1017.94 476.079 2.63563 1190.27 -2574.47
|
||||
2.13 -16.3972 -1039.82 -554.656 -2.3317 1386.57 -2570.08 16.3972 1039.82 554.656 2.3317 1386.71 -2629.05
|
||||
2.14 -16.0648 -1037.32 -665.046 -2.06928 1662.54 -2564.41 16.0648 1037.32 665.046 2.06928 1662.69 -2622.19
|
||||
2.15 -15.4841 -1009.95 -796.293 -1.86542 1990.66 -2497.03 15.4841 1009.95 796.293 1.86542 1990.8 -2552.72
|
||||
2.16 -14.6674 -958.63 -935.22 -1.72799 2337.98 -2370.2 14.6674 958.63 935.22 1.72799 2338.12 -2422.95
|
||||
2.17 -13.6305 -885.344 -1067.55 -1.65544 2668.8 -2188.85 13.6305 885.344 1067.55 1.65544 2668.93 -2237.87
|
||||
2.18 -12.3923 -792.77 -1179.04 -1.63742 2947.55 -1959.64 12.3923 792.77 1179.04 1.63742 2947.66 -2004.21
|
||||
2.19 -10.975 -684.016 -1256.62 -1.65614 3141.51 -1690.3 10.975 684.016 1256.62 1.65614 3141.61 -1729.78
|
||||
2.2 -9.40285 -562.525 -1289.34 -1.68836 3223.32 -1389.4 9.40285 562.525 1289.34 1.68836 3223.4 -1423.22
|
||||
2.21 -7.70265 -432.089 -1269.14 -1.70777 3172.81 -1066.37 7.70265 432.089 1269.14 1.70777 3172.88 -1094.07
|
||||
2.22 -5.90266 -296.87 -1191.4 -1.68763 2978.48 -731.559 5.90266 296.87 1191.4 1.68763 2978.53 -752.789
|
||||
2.23 -4.03241 -161.3 -1055.26 -1.60352 2638.14 -395.999 4.03241 161.3 1055.26 1.60352 2638.18 -410.503
|
||||
2.24 -2.12217 -29.8112 -863.661 -1.43586 2159.14 -70.7111 2.12217 29.8112 863.661 1.43586 2159.16 -78.3448
|
||||
2.25 -0.202435 93.5835 -623.136 -1.1721 1557.84 234.323 0.202435 -93.5835 623.136 1.1721 1557.84 233.594
|
||||
2.26 1.6965 205.729 -343.417 -0.808304 858.549 511.273 -1.6965 -205.729 343.417 0.808304 858.534 517.373
|
||||
2.27 3.54508 304.658 -36.785 -0.34988 91.9786 755.27 -3.54508 -304.658 36.785 0.34988 91.9466 768.018
|
||||
2.28 5.31487 389.689 282.712 0.188559 -706.756 964.665 -5.31487 -389.689 -282.712 -0.188559 -706.803 983.779
|
||||
2.29 6.97905 461.277 600.169 0.784228 -1500.39 1140.64 -6.97905 -461.277 -600.169 -0.784228 -1500.45 1165.74
|
||||
2.3 8.51281 520.667 900.771 1.40799 -2251.89 1286.36 -8.51281 -520.667 -900.771 -1.40799 -2251.97 1316.98
|
||||
2.31 9.89367 569.474 1170.71 2.02675 -2926.72 1405.89 -9.89367 -569.474 -1170.71 -2.02675 -2926.81 1441.48
|
||||
2.32 11.1018 609.325 1397.99 2.60613 -3494.92 1503.35 -11.1018 -609.325 -1397.99 -2.60613 -3495.02 1543.28
|
||||
2.33 12.1205 641.643 1573.12 3.11328 -3932.76 1582.31 -12.1205 -641.643 -1573.12 -3.11328 -3932.87 1625.9
|
||||
2.34 12.936 667.572 1689.59 3.5194 -4223.91 1645.67 -12.936 -667.572 -1689.59 -3.5194 -4224.02 1692.19
|
||||
2.35 13.5381 687.997 1744.09 3.80199 -4360.17 1695.65 -13.5381 -687.997 -1744.09 -3.80199 -4360.29 1744.34
|
||||
2.36 13.92 703.576 1736.68 3.94651 -4341.63 1733.91 -13.92 -703.576 -1736.68 -3.94651 -4341.75 1783.97
|
||||
2.37 14.0784 714.699 1670.55 3.94743 -4176.32 1761.43 -14.0784 -714.699 -1670.55 -3.94743 -4176.45 1812.06
|
||||
2.38 14.0137 721.387 1551.84 3.80859 -3879.53 1778.27 -14.0137 -721.387 -1551.84 -3.80859 -3879.66 1828.67
|
||||
2.39 13.7296 723.149 1389.08 3.54277 -3472.63 1783.18 -13.7296 -723.149 -1389.08 -3.54277 -3472.75 1832.56
|
||||
2.4 13.2333 718.905 1192.67 3.17061 -2981.61 1773.47 -13.2333 -718.905 -1192.67 -3.17061 -2981.73 1821.06
|
||||
2.41 12.5353 707.031 974.184 2.7188 -2435.4 1745.04 -12.5353 -707.031 -974.184 -2.7188 -2435.52 1790.12
|
||||
2.42 11.6491 685.562 745.635 2.21778 -1864.04 1692.96 -11.6491 -685.562 -745.635 -2.21778 -1864.14 1734.85
|
||||
2.43 10.5909 652.528 518.724 1.69918 -1296.76 1612.27 -10.5909 -652.528 -518.724 -1.69918 -1296.86 1650.37
|
||||
2.44 9.37959 606.33 304.142 1.1932 -760.312 1498.96 -9.37959 -606.33 -304.142 -1.1932 -760.396 1532.69
|
||||
2.45 8.03601 546.068 110.956 0.726176 -277.354 1350.72 -8.03601 -546.068 -110.956 -0.726176 -277.427 1379.62
|
||||
2.46 6.58296 471.73 -53.8665 0.318613 134.696 1167.49 -6.58296 -471.73 53.8665 -0.318613 134.637 1191.16
|
||||
2.47 5.04462 384.223 -185.786 -0.0161624 464.487 951.484 -5.04462 -384.223 185.786 0.0161624 464.442 969.628
|
||||
2.48 3.44624 285.267 -282.836 -0.272674 707.106 706.969 -3.44624 -285.267 282.836 0.272674 707.075 719.364
|
||||
2.49 1.81368 177.225 -345.609 -0.453235 864.031 439.799 -1.81368 -177.225 345.609 0.453235 864.014 446.323
|
||||
2.5 0.173009 62.9248 -377.073 -0.567216 942.683 157 -0.173009 -62.9248 377.073 0.567216 942.682 157.624
|
||||
2.51 -1.44989 -54.4745 -382.256 -0.629736 955.633 -133.58 1.44989 54.4745 382.256 0.629736 955.646 -138.793
|
||||
2.52 -3.02975 -171.581 -367.803 -0.659899 919.495 -423.505 3.02975 171.581 367.803 0.659899 919.522 -434.4
|
||||
2.53 -4.54228 -284.858 -341.445 -0.678729 853.593 -703.978 4.54228 284.858 341.445 0.678729 853.634 -720.313
|
||||
2.54 -5.96455 -390.754 -311.394 -0.706963 778.457 -966.16 5.96455 390.754 311.394 0.706963 778.511 -987.61
|
||||
2.55 -7.27536 -485.894 -285.71 -0.762905 714.242 -1201.65 7.27536 485.894 285.71 0.762905 714.308 -1227.82
|
||||
2.56 -8.45549 -567.335 -271.684 -0.86051 679.171 -1403.13 8.45549 567.335 271.684 0.86051 679.248 -1433.54
|
||||
2.57 -9.48804 -632.824 -275.262 -1.0079 688.111 -1565 9.48804 632.824 275.262 1.0079 688.197 -1599.12
|
||||
2.58 -10.3586 -681.007 -300.572 -1.20642 751.385 -1683.89 10.3586 681.007 300.572 1.20642 751.478 -1721.14
|
||||
2.59 -11.0556 -711.526 -349.586 -1.45044 873.916 -1758.94 11.0556 711.526 349.586 1.45044 874.015 -1798.7
|
||||
2.6 -11.5702 -724.975 -421.929 -1.72771 1054.77 -1791.63 11.5702 724.975 421.929 1.72771 1054.87 -1833.24
|
||||
2.61 -11.8965 -722.733 -514.871 -2.02053 1287.12 -1785.44 11.8965 722.733 514.871 2.02053 1287.23 -1828.22
|
||||
2.62 -12.0319 -706.721 -623.483 -2.30728 1558.65 -1745.17 12.0319 706.721 623.483 2.30728 1558.76 -1788.44
|
||||
2.63 -11.9766 -679.154 -740.956 -2.5644 1852.34 -1676.35 11.9766 679.154 740.956 2.5644 1852.44 -1719.42
|
||||
2.64 -11.7338 -642.323 -859.046 -2.76852 2147.56 -1584.71 11.7338 642.323 859.046 2.76852 2147.67 -1626.91
|
||||
2.65 -11.3096 -598.442 -968.639 -2.89857 2421.55 -1475.77 11.3096 598.442 968.639 2.89857 2421.65 -1516.44
|
||||
2.66 -10.7131 -549.552 -1060.38 -2.93762 2650.91 -1354.61 10.7131 549.552 1060.38 2.93762 2651.01 -1393.14
|
||||
2.67 -9.95574 -497.447 -1125.35 -2.87447 2813.34 -1225.72 9.95574 497.447 1125.35 2.87447 2813.43 -1261.52
|
||||
2.68 -9.05139 -443.609 -1155.71 -2.70469 2889.24 -1092.75 9.05139 443.609 1155.71 2.70469 2889.32 -1125.3
|
||||
2.69 -8.01614 -389.123 -1145.33 -2.43114 2863.29 -958.393 8.01614 389.123 1145.33 2.43114 2863.36 -987.223
|
||||
2.7 -6.86787 -334.608 -1090.29 -2.06384 2725.7 -824.17 6.86787 334.608 1090.29 2.06384 2725.77 -848.871
|
||||
2.71 -5.62603 -280.175 -989.284 -1.61936 2473.18 -690.319 5.62603 280.175 989.284 1.61936 2473.23 -710.554
|
||||
2.72 -4.31132 -225.457 -843.785 -1.11947 2109.44 -555.89 4.31132 225.457 843.785 1.11947 2109.48 -571.397
|
||||
2.73 -2.94528 -169.729 -658.102 -0.589555 1645.24 -419.026 2.94528 169.729 658.102 0.589555 1645.27 -429.62
|
||||
2.74 -1.55004 -112.092 -439.173 -0.0565635 1097.92 -277.441 1.55004 112.092 439.173 0.0565635 1097.94 -283.017
|
||||
2.75 -0.147859 -51.7039 -196.199 0.45306 490.496 -128.993 0.147859 51.7039 196.199 -0.45306 490.498 -129.526
|
||||
2.76 1.23913 11.9955 59.8924 0.915407 -149.725 27.761 -1.23913 -11.9955 -59.8924 -0.915407 -149.737 32.2165
|
||||
2.77 2.58933 79.1252 317.113 1.31086 -792.77 193.157 -2.58933 -79.1252 -317.113 -1.31086 -792.793 202.469
|
||||
2.78 3.88199 149.276 563.16 1.62544 -1407.88 366.21 -3.88199 -149.276 -563.16 -1.62544 -1407.92 380.171
|
||||
2.79 5.09752 221.51 786.2 1.85163 -1965.48 544.61 -5.09752 -221.51 -786.2 -1.85163 -1965.52 562.942
|
||||
2.8 6.21778 294.42 975.627 1.98864 -2439.04 724.869 -6.21778 -294.42 -975.627 -1.98864 -2439.1 747.23
|
||||
2.81 7.22636 366.22 1122.76 2.0421 -2806.87 902.555 -7.22636 -366.22 -1122.76 -2.0421 -2806.93 928.544
|
||||
2.82 8.10882 434.85 1221.41 2.02321 -3053.48 1072.54 -8.10882 -434.85 -1221.41 -2.02321 -3053.56 1101.71
|
||||
2.83 8.85285 498.075 1268.29 1.94749 -3170.69 1229.27 -8.85285 -498.075 -1268.29 -1.94749 -3170.77 1261.11
|
||||
2.84 9.44851 553.586 1263.26 1.83317 -3158.1 1366.98 -9.44851 -553.586 -1263.26 -1.83317 -3158.18 1400.96
|
||||
2.85 9.88829 599.13 1209.26 1.69946 -3023.11 1480.04 -9.88829 -599.13 -1209.26 -1.69946 -3023.2 1515.61
|
||||
2.86 10.1672 632.647 1112.18 1.56467 -2780.4 1563.33 -10.1672 -632.647 -1112.18 -1.56467 -2780.49 1599.9
|
||||
2.87 10.2829 652.447 980.344 1.44462 -2450.81 1612.63 -10.2829 -652.447 -980.344 -1.44462 -2450.91 1649.61
|
||||
2.88 10.2356 657.37 823.969 1.35117 -2059.88 1625.02 -10.2356 -657.37 -823.969 -1.35117 -2059.97 1661.83
|
||||
2.89 10.0281 646.926 654.377 1.29123 -1635.9 1599.28 -10.0281 -646.926 -654.377 -1.29123 -1635.99 1635.35
|
||||
2.9 9.66563 621.368 483.196 1.26628 -1207.95 1536.04 -9.66563 -621.368 -483.196 -1.26628 -1208.03 1570.8
|
||||
2.91 9.15582 581.682 321.51 1.27239 -803.734 1437.74 -9.15582 -581.682 -321.51 -1.27239 -803.817 1470.67
|
||||
2.92 8.50853 529.506 179.073 1.30074 -447.644 1308.46 -8.50853 -529.506 -179.073 -1.30074 -447.72 1339.06
|
||||
2.93 7.73565 466.978 63.6082 1.33868 -158.986 1153.53 -7.73565 -466.978 -63.6082 -1.33868 -159.055 1181.36
|
||||
2.94 6.85088 396.562 -19.7232 1.37105 49.3388 979.085 -6.85088 -396.562 19.7232 -1.37105 49.2771 1003.73
|
||||
2.95 5.86953 320.866 -68.6685 1.38181 171.698 791.609 -5.86953 -320.866 68.6685 -1.38181 171.645 812.72
|
||||
2.96 4.80821 242.482 -84.0059 1.35566 210.036 597.559 -4.80821 -242.482 84.0059 -1.35566 209.993 614.852
|
||||
2.97 3.68461 163.857 -69.4353 1.27965 173.605 403.017 -3.68461 -163.857 69.4353 -1.27965 173.572 416.27
|
||||
2.98 2.51715 87.1808 -31.2419 1.14449 78.1161 213.425 -2.51715 -87.1808 31.2419 -1.14449 78.0934 222.479
|
||||
2.99 1.32472 14.2953 22.2438 0.945632 -55.6036 33.3557 -1.32472 -14.2953 -22.2438 -0.945632 -55.6155 38.1209
|
||||
3 0.126366 -53.3796 81.3515 0.683835 -203.378 -133.677 -0.126366 53.3796 -81.3515 -0.683835 -203.379 -133.221
|
||||
3.01 -1.05901 -114.904 135.887 0.365349 -339.722 -285.356 1.05901 114.904 -135.887 -0.365349 -339.713 -289.164
|
||||
3.02 -2.21294 -169.842 175.996 0.00155995 -440.001 -420.626 2.21294 169.842 -175.996 -0.00155995 -439.981 -428.584
|
||||
3.03 -3.31769 -218.239 193.008 -0.391808 -482.535 -539.632 3.31769 218.239 -193.008 0.391808 -482.505 -551.563
|
||||
3.04 -4.35652 -260.55 180.187 -0.795871 -450.487 -643.54 4.35652 260.55 -180.187 0.795871 -450.448 -659.208
|
||||
3.05 -5.31394 -297.512 133.341 -1.19006 -333.376 -734.224 5.31394 297.512 -133.341 1.19006 -333.328 -753.335
|
||||
3.06 -6.17591 -329.993 51.2254 -1.55373 -128.091 -813.878 6.17591 329.993 -51.2254 1.55373 -128.036 -836.089
|
||||
3.07 -6.93009 -358.83 -64.276 -1.86781 160.659 -884.614 6.93009 358.83 64.276 1.86781 160.721 -909.537
|
||||
3.08 -7.56597 -384.685 -208.222 -2.11627 520.52 -948.108 7.56597 384.685 208.222 2.11627 520.589 -975.318
|
||||
3.09 -8.07504 -407.947 -372.923 -2.28736 932.27 -1005.35 8.07504 407.947 372.923 2.28736 932.343 -1034.39
|
||||
3.1 -8.45088 -428.679 -548.472 -2.37444 1371.14 -1056.5 8.45088 428.679 548.472 2.37444 1371.22 -1086.89
|
||||
3.11 -8.68926 -446.611 -723.46 -2.3764 1808.61 -1100.9 8.68926 446.611 723.46 2.3764 1808.69 -1132.15
|
||||
3.12 -8.78815 -461.172 -885.818 -2.2976 2214.5 -1137.13 8.78815 461.172 885.818 2.2976 2214.58 -1168.73
|
||||
3.13 -8.74773 -471.541 -1023.73 -2.14738 2559.28 -1163.12 8.74773 471.541 1023.73 2.14738 2559.36 -1194.58
|
||||
3.14 -8.57038 -476.722 -1126.53 -1.9392 2816.29 -1176.39 8.57038 476.722 1126.53 1.9392 2816.37 -1207.22
|
||||
3.15 -8.26059 -475.622 -1185.57 -1.68938 2963.88 -1174.2 8.26059 475.622 1185.57 1.68938 2963.95 -1203.91
|
||||
3.16 -7.82489 -467.155 -1194.85 -1.41577 2987.09 -1153.82 7.82489 467.155 1194.85 1.41577 2987.16 -1181.96
|
||||
3.17 -7.2717 -450.347 -1151.59 -1.13619 2878.93 -1112.79 7.2717 450.347 1151.59 1.13619 2879 -1138.94
|
||||
3.18 -6.61116 -424.461 -1056.43 -0.867036 2641.04 -1049.26 6.61116 424.461 1056.43 0.867036 2641.1 -1073.04
|
||||
3.19 -5.85501 -389.108 -913.472 -0.621971 2283.65 -962.241 5.85501 389.108 913.472 0.621971 2283.71 -983.299
|
||||
3.2 -5.01631 -344.344 -730.011 -0.410945 1825 -851.839 5.01631 344.344 730.011 0.410945 1825.05 -869.881
|
||||
3.21 -4.10927 -290.728 -516.031 -0.23955 1290.06 -719.431 4.10927 290.728 516.031 0.23955 1290.1 -734.21
|
||||
3.22 -3.149 -229.331 -283.514 -0.1088 708.77 -567.664 3.149 229.331 283.514 0.1088 708.798 -578.99
|
||||
3.23 -2.15124 -161.689 -45.5873 -0.0153399 113.959 -400.355 2.15124 161.689 45.5873 0.0153399 113.978 -408.092
|
||||
3.24 -1.13215 -89.7191 184.407 0.0479607 -461.022 -222.262 1.13215 89.7191 -184.407 -0.0479607 -461.012 -226.334
|
||||
3.25 -0.107997 -15.5906 393.865 0.0910742 -984.664 -38.7819 0.107997 15.5906 -393.865 -0.0910742 -984.663 -39.1711
|
||||
3.26 0.905065 58.4061 571.813 0.12565 -1429.53 144.388 -0.905065 -58.4061 -571.813 -0.12565 -1429.54 147.642
|
||||
3.27 1.89126 129.997 709.669 0.163721 -1774.17 321.593 -1.89126 -129.997 -709.669 -0.163721 -1774.18 328.394
|
||||
3.28 2.83542 197.052 801.834 0.216412 -2004.57 487.532 -2.83542 -197.052 -801.834 -0.216412 -2004.6 497.728
|
||||
3.29 3.72324 257.69 846.038 0.292751 -2115.08 637.529 -3.72324 -257.69 -846.038 -0.292751 -2115.11 650.919
|
||||
3.3 4.54148 310.373 843.445 0.398695 -2108.59 767.766 -4.54148 -310.373 -843.445 -0.398695 -2108.63 784.099
|
||||
3.31 5.27816 353.979 798.487 0.536463 -1996.19 875.457 -5.27816 -353.979 -798.487 -0.536463 -1996.24 894.439
|
||||
3.32 5.9227 387.846 718.452 0.704211 -1796.1 958.966 -5.9227 -387.846 -718.452 -0.704211 -1796.16 980.266
|
||||
3.33 6.46615 411.794 612.856 0.896096 -1532.11 1017.86 -6.46615 -411.794 -612.856 -0.896096 -1532.17 1041.11
|
||||
3.34 6.90122 426.103 492.652 1.10272 -1231.6 1052.85 -6.90122 -426.103 -492.652 -1.10272 -1231.66 1077.67
|
||||
3.35 7.22243 431.463 369.34 1.31188 -923.319 1065.67 -7.22243 -431.463 -369.34 -1.31188 -923.384 1091.65
|
||||
3.36 7.42616 428.884 254.043 1.50966 -635.074 1058.85 -7.42616 -428.884 -254.043 -1.50966 -635.141 1085.56
|
||||
3.37 7.51067 419.573 156.626 1.68156 -391.531 1035.43 -7.51067 -419.573 -156.626 -1.68156 -391.598 1062.44
|
||||
3.38 7.47613 404.817 84.9301 1.81383 -212.292 998.598 -7.47613 -404.817 -84.9301 -1.81383 -212.359 1025.49
|
||||
3.39 7.32455 385.852 44.1742 1.89466 -110.402 951.458 -7.32455 -385.852 -44.1742 -1.89466 -110.468 977.801
|
||||
3.4 7.0598 363.766 36.5702 1.91523 -91.3936 896.719 -7.0598 -363.766 -36.5702 -1.91523 -91.4572 922.109
|
||||
3.41 6.68744 339.421 61.1867 1.8705 -152.937 836.527 -6.68744 -339.421 -61.1867 -1.8705 -152.997 860.579
|
||||
3.42 6.21465 313.417 114.064 1.75967 -285.133 772.367 -6.21465 -313.417 -114.064 -1.75967 -285.189 794.718
|
||||
3.43 5.65014 286.077 188.576 1.58632 -471.414 705.031 -5.65014 -286.077 -188.576 -1.58632 -471.465 725.352
|
||||
3.44 5.0039 257.465 275.999 1.35816 -689.976 634.665 -5.0039 -257.465 -275.999 -1.35816 -690.021 652.662
|
||||
3.45 4.28712 227.43 366.261 1.0864 -915.632 560.867 -4.28712 -227.43 -366.261 -1.0864 -915.671 576.286
|
||||
3.46 3.51193 195.657 448.781 0.784926 -1121.94 482.828 -3.51193 -195.657 -448.781 -0.784926 -1121.97 495.459
|
||||
3.47 2.69125 161.744 513.367 0.469203 -1283.41 399.52 -2.69125 -161.744 -513.367 -0.469203 -1283.43 409.199
|
||||
3.48 1.83853 125.283 551.064 0.155078 -1377.65 309.901 -1.83853 -125.283 -551.064 -0.155078 -1377.67 316.514
|
||||
3.49 0.967577 85.9547 554.915 -0.142419 -1387.28 213.146 -0.967577 -85.9547 -554.915 0.142419 -1387.29 216.627
|
||||
3.5 0.092298 43.6129 520.552 -0.410183 -1301.38 108.866 -0.092298 -43.6129 -520.552 0.410183 -1301.38 109.199
|
||||
3.51 -0.773501 -1.63872 446.589 -0.637965 -1116.48 -2.70615 0.773501 1.63872 -446.589 0.637965 -1116.47 -5.48743
|
||||
3.52 -1.61634 -49.3953 334.772 -0.819028 -836.936 -120.582 1.61634 49.3953 -334.772 0.819028 -836.922 -126.395
|
||||
3.53 -2.42325 -98.9303 189.885 -0.950503 -474.724 -242.968 2.42325 98.9303 -189.885 0.950503 -474.702 -251.683
|
||||
3.54 -3.18202 -149.211 19.42 -1.03338 -48.5643 -367.305 3.18202 149.211 -19.42 1.03338 -48.5356 -378.749
|
||||
3.55 -3.88132 -198.947 -166.974 -1.07221 417.416 -490.388 3.88132 198.947 166.974 1.07221 417.451 -504.346
|
||||
3.56 -4.5109 -246.668 -358.197 -1.07445 895.473 -608.559 4.5109 246.668 358.197 1.07445 895.514 -624.782
|
||||
3.57 -5.06175 -290.819 -542.531 -1.04963 1356.31 -717.945 5.06175 290.819 542.531 1.04963 1356.35 -736.149
|
||||
3.58 -5.5262 -329.859 -708.507 -1.00836 1771.24 -814.71 5.5262 329.859 708.507 1.00836 1771.29 -834.585
|
||||
3.59 -5.89803 -362.366 -845.757 -0.96122 2114.37 -895.309 5.89803 362.366 845.757 0.96122 2114.42 -916.521
|
||||
3.6 -6.17255 -387.127 -945.787 -0.917816 2364.44 -956.719 6.17255 387.127 945.787 0.917816 2364.49 -978.918
|
||||
3.61 -6.34666 -403.22 -1002.59 -0.885815 2506.44 -996.637 6.34666 403.22 1002.59 0.885815 2506.49 -1019.46
|
||||
3.62 -6.41889 -410.07 -1013.06 -0.870288 2532.63 -1013.63 6.41889 410.07 1013.06 0.870288 2532.68 -1036.72
|
||||
3.63 -6.38937 -407.497 -977.237 -0.873269 2443.06 -1007.25 6.38937 407.497 977.237 0.873269 2443.12 -1030.23
|
||||
3.64 -6.25983 -395.723 -898.217 -0.893628 2245.51 -978.052 6.25983 395.723 898.217 0.893628 2245.57 -1000.57
|
||||
3.65 -6.03356 -375.365 -781.921 -0.927237 1954.78 -927.564 6.03356 375.365 781.921 0.927237 1954.83 -949.264
|
||||
3.66 -5.71532 -347.389 -636.606 -0.967433 1591.49 -858.195 5.71532 347.389 636.606 0.967433 1591.54 -878.751
|
||||
3.67 -5.31127 -313.041 -472.222 -1.00571 1180.53 -773.052 5.31127 313.041 472.222 1.00571 1180.58 -792.155
|
||||
3.68 -4.82881 -273.759 -299.649 -1.03259 749.1 -675.713 4.82881 273.759 299.649 1.03259 749.144 -693.08
|
||||
3.69 -4.27651 -231.066 -129.876 -1.0386 324.671 -569.973 4.27651 231.066 129.876 1.0386 324.71 -585.354
|
||||
3.7 -3.66392 -186.47 26.8062 -1.01522 -67.0321 -459.585 3.66392 186.47 -26.8062 1.01522 -66.9991 -472.763
|
||||
3.71 -3.00142 -141.367 161.552 -0.955762 -403.894 -348.02 3.00142 141.367 -161.552 0.955762 -403.867 -358.815
|
||||
3.72 -2.30004 -96.9655 267.575 -0.856126 -668.949 -238.278 2.30004 96.9655 -267.575 0.856126 -668.928 -246.55
|
||||
3.73 -1.57127 -54.2285 340.592 -0.715243 -851.488 -132.746 1.57127 54.2285 -340.592 0.715243 -851.473 -138.397
|
||||
3.74 -0.826926 -13.8469 379.065 -0.535315 -947.666 -33.1301 0.826926 13.8469 -379.065 0.535315 -947.659 -36.1046
|
||||
3.75 -0.0788812 23.7661 384.223 -0.321748 -960.558 59.5573 0.0788812 -23.7661 -384.223 0.321748 -960.558 59.2731
|
||||
3.76 0.661062 58.4573 359.869 -0.0827993 -899.67 144.955 -0.661062 -58.4573 -359.869 0.0827993 -899.676 147.332
|
||||
3.77 1.38138 90.2957 311.987 0.171015 -779.96 223.255 -1.38138 -90.2957 -311.987 -0.171015 -779.973 228.223
|
||||
3.78 2.071 119.518 248.186 0.427708 -620.457 295.071 -2.071 -119.518 -248.186 -0.427708 -620.476 302.519
|
||||
3.79 2.71947 146.463 177.036 0.674741 -442.577 361.266 -2.71947 -146.463 -177.036 -0.674741 -442.602 371.046
|
||||
3.8 3.31711 171.496 107.326 0.899976 -268.301 422.775 -3.31711 -171.496 -107.326 -0.899976 -268.331 434.704
|
||||
3.81 3.85518 194.939 47.3419 1.09261 -118.337 480.414 -3.85518 -194.939 -47.3419 -1.09261 -118.372 494.279
|
||||
3.82 4.32596 216.999 4.17944 1.24397 -10.4291 534.719 -4.32596 -216.999 -4.17944 -1.24397 -10.4681 550.277
|
||||
3.83 4.72289 237.721 -16.8189 1.34814 42.0684 585.81 -4.72289 -237.721 16.8189 -1.34814 42.0259 602.795
|
||||
3.84 5.04067 256.953 -12.4833 1.40237 31.2311 633.318 -5.04067 -256.953 12.4833 -1.40237 31.1856 651.446
|
||||
3.85 5.27528 274.341 17.9475 1.40716 -44.845 676.367 -5.27528 -274.341 -17.9475 -1.40716 -44.8926 695.339
|
||||
3.86 5.42409 289.349 72.7891 1.36614 -181.948 713.62 -5.42409 -289.349 -72.7891 -1.36614 -181.997 733.127
|
||||
3.87 5.48581 301.3 148.07 1.28565 -370.151 743.385 -5.48581 -301.3 -148.07 -1.28565 -370.201 763.115
|
||||
3.88 5.46058 309.433 237.875 1.17414 -594.663 763.763 -5.46058 -309.433 -237.875 -1.17414 -594.712 783.402
|
||||
3.89 5.34987 312.977 334.835 1.04137 -837.064 772.821 -5.34987 -312.977 -334.835 -1.04137 -837.113 792.062
|
||||
3.9 5.1565 311.22 430.737 0.897586 -1076.82 768.778 -5.1565 -311.22 -430.737 -0.897586 -1076.87 787.323
|
||||
3.91 4.88452 303.587 517.184 0.75264 -1292.94 750.184 -4.88452 -303.587 -517.184 -0.75264 -1292.98 767.751
|
||||
3.92 4.5392 289.697 586.277 0.615181 -1465.67 716.081 -4.5392 -289.697 -586.277 -0.615181 -1465.71 732.406
|
||||
3.93 4.12688 269.419 631.236 0.492001 -1578.07 666.127 -4.12688 -269.419 -631.236 -0.492001 -1578.11 680.969
|
||||
3.94 3.65486 242.904 646.942 0.387553 -1617.34 600.687 -3.65486 -242.904 -646.942 -0.387553 -1617.37 613.832
|
||||
3.95 3.13132 210.599 630.338 0.303704 -1575.83 520.866 -3.13132 -210.599 -630.338 -0.303704 -1575.86 532.128
|
||||
3.96 2.56512 173.242 580.663 0.239726 -1451.65 428.492 -2.56512 -173.242 -580.663 -0.239726 -1451.67 437.718
|
||||
3.97 1.96569 131.83 499.514 0.192531 -1248.78 326.039 -1.96569 -131.83 -499.514 -0.192531 -1248.79 333.109
|
||||
3.98 1.34287 87.5664 390.724 0.157117 -976.805 216.501 -1.34287 -87.5664 -390.724 -0.157117 -976.817 221.331
|
||||
3.99 0.706721 41.7962 260.071 0.127184 -650.175 103.219 -0.706721 -41.7962 -260.071 -0.127184 -650.181 105.762
|
||||
4 0.0674147 -4.07806 114.843 0.0958593 -287.107 -10.3166 -0.0674147 4.07806 -114.843 -0.0958593 -287.108 -10.0737
|
||||
400
examples/space_frame_3d_results/recorders/elem_16.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_16.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 -2286.93 -69.4568 -62.6869 -0.005913 148.915 -163.269 2286.93 69.4568 62.6869 0.005913 164.52 -184.015
|
||||
0.02 -6162.09 -372.887 -332.708 -0.0496073 810.79 -904.271 6162.09 372.887 332.708 0.0496073 852.749 -960.163
|
||||
0.03 -8500.46 -1003.63 -893.876 -0.206692 2205.75 -2470.52 8500.46 1003.63 893.876 0.206692 2263.63 -2547.62
|
||||
0.04 -11320.7 -1871.57 -1711.44 -0.583561 4240.02 -4627.59 11320.7 1871.57 1711.44 0.583561 4317.17 -4730.28
|
||||
0.05 -14058.3 -2762.66 -2732.43 -1.2851 6783.22 -6842.89 14058.3 2762.66 2732.43 1.2851 6878.95 -6970.4
|
||||
0.06 -15932.5 -3443.81 -3959.07 -2.39633 9843.41 -8537.26 15932.5 3443.81 3959.07 2.39633 9951.95 -8681.78
|
||||
0.07 -18220.6 -3758.27 -5427.01 -3.97076 13505.5 -9313.04 18220.6 3758.27 5427.01 3.97076 13629.6 -9478.31
|
||||
0.08 -19732.5 -3681.81 -7128.59 -5.99252 17754.3 -9115.04 19732.5 3681.81 7128.59 5.99252 17888.7 -9294.02
|
||||
0.09 -21033.5 -3329.26 -8972.54 -8.3238 22359.7 -8227.75 21033.5 3329.26 8972.54 8.3238 22503 -8418.54
|
||||
0.1 -22153.2 -2907.31 -10819.1 -10.7016 26972.3 -7167.79 22153.2 2907.31 10819.1 10.7016 27123.2 -7368.73
|
||||
0.11 -22618.8 -2623.65 -12544.7 -12.8234 31284.8 -6456.54 22618.8 2623.65 12544.7 12.8234 31438.9 -6661.7
|
||||
0.12 -22982.9 -2589.69 -14068.3 -14.4712 35092.6 -6370 22982.9 2589.69 14068.3 14.4712 35249.2 -6578.47
|
||||
0.13 -22849.9 -2769.95 -15322.7 -15.5712 38229 -6821.24 22849.9 2769.95 15322.7 15.5712 38384.6 -7028.5
|
||||
0.14 -22349.5 -3009.97 -16214.7 -16.1444 40460.6 -7423.57 22349.5 3009.97 16214.7 16.1444 40612.9 -7626.29
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2.65 -4484.31 -598.442 -2881.01 -2.89857 7187.26 -1475.77 4484.31 598.442 2881.01 2.89857 7217.8 -1516.44
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2.68 -3588.95 -443.609 -2870.78 -2.70469 7164.74 -1092.75 3588.95 443.609 2870.78 2.70469 7189.18 -1125.3
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||||
2.69 -3178.48 -389.123 -2681.19 -2.43114 6692.14 -958.393 3178.48 389.123 2681.19 2.43114 6713.79 -987.223
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2.7 -2723.2 -334.608 -2396.77 -2.06384 5982.65 -824.17 2723.2 334.608 2396.77 2.06384 6001.2 -848.871
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||||
2.71 -2230.82 -280.175 -2025.1 -1.61936 5055.16 -690.319 2230.82 280.175 2025.1 1.61936 5070.36 -710.554
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2.72 -1709.54 -225.457 -1579.11 -1.11947 3941.95 -555.89 1709.54 225.457 1579.11 1.11947 3953.6 -571.397
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2.73 -1167.91 -169.729 -1076.23 -0.589555 2686.6 -419.026 1167.91 169.729 1076.23 0.589555 2694.56 -429.62
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||||
2.74 -614.698 -112.092 -537.304 -0.0565635 1341.17 -277.441 614.698 112.092 537.304 0.0565635 1345.35 -283.017
|
||||
2.75 -58.7348 -51.7039 14.8173 0.45306 -37.2432 -128.993 58.7348 51.7039 -14.8173 -0.45306 -36.8431 -129.526
|
||||
2.76 491.209 11.9955 556.743 0.915407 -1390.18 27.761 -491.209 -11.9955 -556.743 -0.915407 -1393.53 32.2165
|
||||
2.77 1026.57 79.1252 1066.07 1.31086 -2661.67 193.157 -1026.57 -79.1252 -1066.07 -1.31086 -2668.66 202.469
|
||||
2.78 1539.11 149.276 1522.77 1.62544 -3801.69 366.21 -1539.11 -149.276 -1522.77 -1.62544 -3812.17 380.171
|
||||
2.79 2021.08 221.51 1910.46 1.85163 -4769.27 544.61 -2021.08 -221.51 -1910.46 -1.85163 -4783.04 562.942
|
||||
2.8 2465.27 294.42 2217.27 1.98864 -5534.77 724.869 -2465.27 -294.42 -2217.27 -1.98864 -5551.57 747.23
|
||||
2.81 2865.18 366.22 2436.44 2.0421 -6081.35 902.555 -2865.18 -366.22 -2436.44 -2.0421 -6100.86 928.544
|
||||
2.82 3215.08 434.85 2566.54 2.02321 -6405.39 1072.54 -3215.08 -434.85 -2566.54 -2.02321 -6427.29 1101.71
|
||||
2.83 3510.1 498.075 2611.2 1.94749 -6516.04 1229.27 -3510.1 -498.075 -2611.2 -1.94749 -6539.95 1261.11
|
||||
2.84 3746.29 553.586 2578.61 1.83317 -6433.78 1366.98 -3746.29 -553.586 -2578.61 -1.83317 -6459.3 1400.96
|
||||
2.85 3920.68 599.13 2480.65 1.69946 -6188.26 1480.04 -3920.68 -599.13 -2480.65 -1.69946 -6214.97 1515.61
|
||||
2.86 4031.28 632.647 2331.73 1.56467 -5815.59 1563.33 -4031.28 -632.647 -2331.73 -1.56467 -5843.05 1599.9
|
||||
2.87 4077.17 652.447 2147.63 1.44462 -5355.2 1612.63 -4077.17 -652.447 -2147.63 -1.44462 -5382.97 1649.61
|
||||
2.88 4058.43 657.37 1944.24 1.35117 -4846.77 1625.02 -4058.43 -657.37 -1944.24 -1.35117 -4874.41 1661.83
|
||||
2.89 3976.17 646.926 1736.27 1.29123 -4327.14 1599.28 -3976.17 -646.926 -1736.27 -1.29123 -4354.22 1635.35
|
||||
2.9 3832.46 621.368 1536.32 1.26628 -3827.74 1536.04 -3832.46 -621.368 -1536.32 -1.26628 -3853.85 1570.8
|
||||
2.91 3630.33 581.682 1353.94 1.27239 -3372.48 1437.74 -3630.33 -581.682 -1353.94 -1.27239 -3397.21 1470.67
|
||||
2.92 3373.69 529.506 1195.15 1.30074 -2976.38 1308.46 -3373.69 -529.506 -1195.15 -1.30074 -2999.36 1339.06
|
||||
2.93 3067.25 466.978 1062.19 1.33868 -2645.02 1153.53 -3067.25 -466.978 -1062.19 -1.33868 -2665.91 1181.36
|
||||
2.94 2716.45 396.562 953.592 1.37105 -2374.73 979.085 -2716.45 -396.562 -953.592 -1.37105 -2393.23 1003.73
|
||||
2.95 2327.35 320.866 864.615 1.38181 -2153.61 791.609 -2327.35 -320.866 -864.615 -1.38181 -2169.46 812.72
|
||||
2.96 1906.54 242.482 787.873 1.35566 -1963.19 597.559 -1906.54 -242.482 -787.873 -1.35566 -1976.17 614.852
|
||||
2.97 1461.04 163.857 714.221 1.27965 -1780.58 403.017 -1461.04 -163.857 -714.221 -1.27965 -1790.53 416.27
|
||||
2.98 998.14 87.1808 633.746 1.14449 -1580.97 213.425 -998.14 -87.1808 -633.746 -1.14449 -1587.76 222.479
|
||||
2.99 525.343 14.2953 536.793 0.945632 -1340.19 33.3557 -525.343 -14.2953 -536.793 -0.945632 -1343.77 38.1209
|
||||
3 50.1968 -53.3796 414.958 0.683835 -1037.22 -133.677 -50.1968 53.3796 -414.958 -0.683835 -1037.57 -133.221
|
||||
3.01 -419.805 -114.904 261.946 0.365349 -656.294 -285.356 419.805 114.904 -261.946 -0.365349 -653.435 -289.164
|
||||
3.02 -877.342 -169.842 74.2459 0.00155995 -188.603 -420.626 877.342 169.842 -74.2459 -0.00155995 -182.627 -428.584
|
||||
3.03 -1315.38 -218.239 -148.433 -0.391808 366.604 -539.632 1315.38 218.239 148.433 0.391808 375.564 -551.563
|
||||
3.04 -1727.28 -260.55 -402.998 -0.795871 1001.61 -643.54 1727.28 260.55 402.998 0.795871 1013.38 -659.208
|
||||
3.05 -2106.91 -297.512 -683.077 -1.19006 1700.52 -734.224 2106.91 297.512 683.077 1.19006 1714.87 -753.335
|
||||
3.06 -2448.69 -329.993 -979.388 -1.55373 2440.13 -813.878 2448.69 329.993 979.388 1.55373 2456.81 -836.089
|
||||
3.07 -2747.73 -358.83 -1280.34 -1.86781 3191.5 -884.614 2747.73 358.83 1280.34 1.86781 3210.22 -909.537
|
||||
3.08 -2999.86 -384.685 -1572.83 -2.11627 3921.87 -948.108 2999.86 384.685 1572.83 2.11627 3942.3 -975.318
|
||||
3.09 -3201.72 -407.947 -1843.11 -2.28736 4596.88 -1005.35 3201.72 407.947 1843.11 2.28736 4618.69 -1034.39
|
||||
3.1 -3350.75 -428.679 -2077.78 -2.37444 5183.03 -1056.5 3350.75 428.679 2077.78 2.37444 5205.86 -1086.89
|
||||
3.11 -3445.28 -446.611 -2264.66 -2.3764 5649.92 -1100.9 3445.28 446.611 2264.66 2.3764 5673.39 -1132.15
|
||||
3.12 -3484.5 -461.172 -2393.69 -2.2976 5972.35 -1137.13 3484.5 461.172 2393.69 2.2976 5996.09 -1168.73
|
||||
3.13 -3468.48 -471.541 -2457.54 -2.14738 6132.04 -1163.12 3468.48 471.541 2457.54 2.14738 6155.67 -1194.58
|
||||
3.14 -3398.17 -476.722 -2452.15 -1.9392 6118.79 -1176.39 3398.17 476.722 2452.15 1.9392 6141.94 -1207.22
|
||||
3.15 -3275.35 -475.622 -2376.91 -1.68938 5931.12 -1174.2 3275.35 475.622 2376.91 1.68938 5953.43 -1203.91
|
||||
3.16 -3102.61 -467.155 -2234.73 -1.41577 5576.25 -1153.82 3102.61 467.155 2234.73 1.41577 5597.39 -1181.96
|
||||
3.17 -2883.27 -450.347 -2031.75 -1.13619 5069.56 -1112.79 2883.27 450.347 2031.75 1.13619 5089.2 -1138.94
|
||||
3.18 -2621.38 -424.461 -1776.96 -0.867036 4433.48 -1049.26 2621.38 424.461 1776.96 0.867036 4451.34 -1073.04
|
||||
3.19 -2321.57 -389.108 -1481.54 -0.621971 3695.94 -962.241 2321.57 389.108 1481.54 0.621971 3711.75 -983.299
|
||||
3.2 -1989.03 -344.344 -1158.13 -0.410945 2888.54 -851.839 1989.03 344.344 1158.13 0.410945 2902.09 -869.881
|
||||
3.21 -1629.4 -290.728 -820.05 -0.23955 2044.57 -719.431 1629.4 290.728 820.05 0.23955 2055.67 -734.21
|
||||
3.22 -1248.65 -229.331 -480.477 -0.1088 1196.94 -567.664 1248.65 229.331 480.477 0.1088 1205.45 -578.99
|
||||
3.23 -853.047 -161.689 -151.667 -0.0153399 376.262 -400.355 853.047 161.689 151.667 0.0153399 382.073 -408.092
|
||||
3.24 -448.977 -89.7191 155.702 0.0479607 -390.783 -222.262 448.977 89.7191 -155.702 -0.0479607 -387.725 -226.334
|
||||
3.25 -42.9 -15.5906 433.05 0.0910742 -1082.77 -38.7819 42.9 15.5906 -433.05 -0.0910742 -1082.48 -39.1711
|
||||
3.26 358.78 58.4061 674.248 0.12565 -1684.4 144.388 -358.78 -58.4061 -674.248 -0.12565 -1686.84 147.642
|
||||
3.27 749.808 129.997 875.778 0.163721 -2186.89 321.593 -749.808 -129.997 -875.778 -0.163721 -2192 328.394
|
||||
3.28 1124.17 197.052 1036.69 0.216412 -2587.9 487.532 -1124.17 -197.052 -1036.69 -0.216412 -2595.56 497.728
|
||||
3.29 1476.2 257.69 1158.41 0.292751 -2891 637.529 -1476.2 -257.69 -1158.41 -0.292751 -2901.05 650.919
|
||||
3.3 1800.64 310.373 1244.35 0.398695 -3104.75 767.766 -1800.64 -310.373 -1244.35 -0.398695 -3117.01 784.099
|
||||
3.31 2092.73 353.979 1299.46 0.536463 -3241.52 875.457 -2092.73 -353.979 -1299.46 -0.536463 -3255.77 894.439
|
||||
3.32 2348.31 387.846 1329.63 0.704211 -3316.08 958.966 -2348.31 -387.846 -1329.63 -0.704211 -3332.08 980.266
|
||||
3.33 2563.79 411.794 1341.16 0.896096 -3344.17 1017.86 -2563.79 -411.794 -1341.16 -0.896096 -3361.63 1041.11
|
||||
3.34 2736.3 426.103 1340.14 1.10272 -3341.04 1052.85 -2736.3 -426.103 -1340.14 -1.10272 -3359.67 1077.67
|
||||
3.35 2863.67 431.463 1331.97 1.31188 -3320.17 1065.67 -2863.67 -431.463 -1331.97 -1.31188 -3339.68 1091.65
|
||||
3.36 2944.46 428.884 1320.92 1.50966 -3292.28 1058.85 -2944.46 -428.884 -1320.92 -1.50966 -3312.33 1085.56
|
||||
3.37 2977.98 419.573 1309.84 1.68156 -3264.46 1035.43 -2977.98 -419.573 -1309.84 -1.68156 -3284.75 1062.44
|
||||
3.38 2964.29 404.817 1299.99 1.81383 -3239.88 998.598 -2964.29 -404.817 -1299.99 -1.81383 -3260.07 1025.49
|
||||
3.39 2904.2 385.852 1291.01 1.89466 -3217.64 951.458 -2904.2 -385.852 -1291.01 -1.89466 -3237.42 977.801
|
||||
3.4 2799.24 363.766 1281.06 1.91523 -3193.11 896.719 -2799.24 -363.766 -1281.06 -1.91523 -3212.18 922.109
|
||||
3.41 2651.6 339.421 1267.02 1.8705 -3158.53 836.527 -2651.6 -339.421 -1267.02 -1.8705 -3176.59 860.579
|
||||
3.42 2464.15 313.417 1244.9 1.75967 -3103.85 772.367 -2464.15 -313.417 -1244.9 -1.75967 -3120.63 794.718
|
||||
3.43 2240.33 286.077 1210.16 1.58632 -3017.76 705.031 -2240.33 -286.077 -1210.16 -1.58632 -3033.02 725.352
|
||||
3.44 1984.1 257.465 1158.24 1.35816 -2888.84 634.665 -1984.1 -257.465 -1158.24 -1.35816 -2902.36 652.662
|
||||
3.45 1699.9 227.43 1084.98 1.0864 -2706.67 560.867 -1699.9 -227.43 -1084.98 -1.0864 -2718.25 576.286
|
||||
3.46 1392.54 195.657 987.042 0.784926 -2462.86 482.828 -1392.54 -195.657 -987.042 -0.784926 -2472.35 495.459
|
||||
3.47 1067.14 161.744 862.242 0.469203 -2151.97 399.52 -1067.14 -161.744 -862.242 -0.469203 -2159.24 409.199
|
||||
3.48 729.044 125.283 709.862 0.155078 -1772.17 309.901 -729.044 -125.283 -709.862 -0.155078 -1777.14 316.514
|
||||
3.49 383.712 85.9547 530.792 -0.142419 -1325.67 213.146 -383.712 -85.9547 -530.792 0.142419 -1328.29 216.627
|
||||
3.5 36.6639 43.6129 327.589 -0.410183 -818.847 108.866 -36.6639 -43.6129 -327.589 0.410183 -819.097 109.199
|
||||
3.51 -306.627 -1.63872 104.413 -0.637965 -262.077 -2.70615 306.627 1.63872 -104.413 0.637965 -259.988 -5.48743
|
||||
3.52 -640.813 -49.3953 -133.14 -0.819028 330.667 -120.582 640.813 49.3953 133.14 0.819028 335.032 -126.395
|
||||
3.53 -960.758 -98.9303 -378.309 -0.950503 942.501 -242.968 960.758 98.9303 378.309 0.950503 949.045 -251.683
|
||||
3.54 -1261.61 -149.211 -623.515 -1.03338 1554.49 -367.305 1261.61 149.211 623.515 1.03338 1563.08 -378.749
|
||||
3.55 -1538.89 -198.947 -860.758 -1.07221 2146.65 -490.388 1538.89 198.947 860.758 1.07221 2157.14 -504.346
|
||||
3.56 -1788.53 -246.668 -1082.04 -1.07445 2699.02 -608.559 1788.53 246.668 1082.04 1.07445 2711.2 -624.782
|
||||
3.57 -2006.95 -290.819 -1279.81 -1.04963 3192.69 -717.945 2006.95 290.819 1279.81 1.04963 3206.36 -736.149
|
||||
3.58 -2191.11 -329.859 -1447.33 -1.00836 3610.85 -814.71 2191.11 329.859 1447.33 1.00836 3625.78 -834.585
|
||||
3.59 -2338.54 -362.366 -1579.03 -0.96122 3939.62 -895.309 2338.54 362.366 1579.03 0.96122 3955.55 -916.521
|
||||
3.6 -2447.4 -387.127 -1670.83 -0.917816 4168.75 -956.719 2447.4 387.127 1670.83 0.917816 4185.42 -978.918
|
||||
3.61 -2516.44 -403.22 -1720.26 -0.885815 4292.07 -996.637 2516.44 403.22 1720.26 0.885815 4309.21 -1019.46
|
||||
3.62 -2545.09 -410.07 -1726.57 -0.870288 4307.77 -1013.63 2545.09 410.07 1726.57 0.870288 4325.1 -1036.72
|
||||
3.63 -2533.39 -407.497 -1690.79 -0.873269 4218.35 -1007.25 2533.39 407.497 1690.79 0.873269 4235.61 -1030.23
|
||||
3.64 -2482.04 -395.723 -1615.55 -0.893628 4030.42 -978.052 2482.04 395.723 1615.55 0.893628 4047.32 -1000.57
|
||||
3.65 -2392.33 -375.365 -1504.93 -0.927237 3754.17 -927.564 2392.33 375.365 1504.93 0.927237 3770.46 -949.264
|
||||
3.66 -2266.15 -347.389 -1364.2 -0.967433 3402.79 -858.195 2266.15 347.389 1364.2 0.967433 3418.22 -878.751
|
||||
3.67 -2105.95 -313.041 -1199.53 -1.00571 2991.65 -773.052 2105.95 313.041 1199.53 1.00571 3006 -792.155
|
||||
3.68 -1914.66 -273.759 -1017.59 -1.03259 2537.46 -675.713 1914.66 273.759 1017.59 1.03259 2550.5 -693.08
|
||||
3.69 -1695.68 -231.066 -825.221 -1.0386 2057.28 -569.973 1695.68 231.066 825.221 1.0386 2068.83 -585.354
|
||||
3.7 -1452.8 -186.47 -629.065 -1.01522 1567.72 -459.585 1452.8 186.47 629.065 1.01522 1577.61 -472.763
|
||||
3.71 -1190.12 -141.367 -435.243 -0.955762 1084.06 -348.02 1190.12 141.367 435.243 0.955762 1092.16 -358.815
|
||||
3.72 -912.02 -96.9655 -249.073 -0.856126 619.575 -238.278 912.02 96.9655 249.073 0.856126 625.788 -246.55
|
||||
3.73 -623.068 -54.2285 -74.8503 -0.715243 185.004 -132.746 623.068 54.2285 74.8503 0.715243 189.248 -138.397
|
||||
3.74 -327.934 -13.8469 84.2876 -0.535315 -211.836 -33.1301 327.934 13.8469 -84.2876 0.535315 -209.602 -36.1046
|
||||
3.75 -31.3343 23.7661 226.43 -0.321748 -566.181 59.5573 31.3343 -23.7661 -226.43 0.321748 -565.967 59.2731
|
||||
3.76 262.054 58.4573 350.869 -0.0827993 -876.28 144.955 -262.054 -58.4573 -350.869 0.0827993 -878.065 147.332
|
||||
3.77 547.662 90.2957 458.007 0.171015 -1143.15 223.255 -547.662 -90.2957 -458.007 -0.171015 -1146.88 228.223
|
||||
3.78 821.098 119.518 549.187 0.427708 -1370.17 295.071 -821.098 -119.518 -549.187 -0.427708 -1375.76 302.519
|
||||
3.79 1078.22 146.463 626.474 0.674741 -1562.51 361.266 -1078.22 -146.463 -626.474 -0.674741 -1569.86 371.046
|
||||
3.8 1315.19 171.496 692.39 0.899976 -1726.5 422.775 -1315.19 -171.496 -692.39 -0.899976 -1735.46 434.704
|
||||
3.81 1528.54 194.939 749.631 1.09261 -1868.87 480.414 -1528.54 -194.939 -749.631 -1.09261 -1879.28 494.279
|
||||
3.82 1715.21 216.999 800.78 1.24397 -1996.11 534.719 -1715.21 -216.999 -800.78 -1.24397 -2007.79 550.277
|
||||
3.83 1872.6 237.721 848.044 1.34814 -2113.73 585.81 -1872.6 -237.721 -848.044 -1.34814 -2126.49 602.795
|
||||
3.84 1998.6 256.953 893.024 1.40237 -2225.75 633.318 -1998.6 -256.953 -893.024 -1.40237 -2239.37 651.446
|
||||
3.85 2091.63 274.341 936.538 1.40716 -2334.22 676.367 -2091.63 -274.341 -936.538 -1.40716 -2348.47 695.339
|
||||
3.86 2150.64 289.349 978.519 1.36614 -2438.97 713.62 -2150.64 -289.349 -978.519 -1.36614 -2453.62 733.127
|
||||
3.87 2175.12 301.3 1017.98 1.28565 -2537.54 743.385 -2175.12 -301.3 -1017.98 -1.28565 -2552.36 763.115
|
||||
3.88 2165.13 309.433 1053.06 1.17414 -2625.28 763.763 -2165.13 -309.433 -1053.06 -1.17414 -2640.02 783.402
|
||||
3.89 2121.24 312.977 1081.15 1.04137 -2695.66 772.821 -2121.24 -312.977 -1081.15 -1.04137 -2710.11 792.062
|
||||
3.9 2044.57 311.22 1099.09 0.897586 -2740.77 768.778 -2044.57 -311.22 -1099.09 -0.897586 -2754.69 787.323
|
||||
3.91 1936.74 303.587 1103.4 0.75264 -2751.9 750.184 -1936.74 -303.587 -1103.4 -0.75264 -2765.09 767.751
|
||||
3.92 1799.82 289.697 1090.57 0.615181 -2720.29 716.081 -1799.82 -289.697 -1090.57 -0.615181 -2732.55 732.406
|
||||
3.93 1636.34 269.419 1057.38 0.492001 -2637.88 666.127 -1636.34 -269.419 -1057.38 -0.492001 -2649.02 680.969
|
||||
3.94 1449.19 242.904 1001.19 0.387553 -2498.03 600.687 -1449.19 -242.904 -1001.19 -0.387553 -2507.9 613.832
|
||||
3.95 1241.61 210.599 920.196 0.303704 -2296.26 520.866 -1241.61 -210.599 -920.196 -0.303704 -2304.72 532.128
|
||||
3.96 1017.12 173.242 813.709 0.239726 -2030.81 428.492 -1017.12 -173.242 -813.709 -0.239726 -2037.74 437.718
|
||||
3.97 779.445 131.83 682.274 0.192531 -1703.03 326.039 -779.445 -131.83 -682.274 -0.192531 -1708.34 333.109
|
||||
3.98 532.496 87.5664 527.776 0.157117 -1317.63 216.501 -532.496 -87.5664 -527.776 -0.157117 -1321.25 221.331
|
||||
3.99 280.264 41.7962 353.435 0.127184 -882.632 103.219 -280.264 -41.7962 -353.435 -0.127184 -884.541 105.762
|
||||
4 26.7794 -4.07806 163.709 0.0958593 -409.181 -10.3166 -26.7794 4.07806 -163.709 -0.0958593 -409.364 -10.0737
|
||||
400
examples/space_frame_3d_results/recorders/elem_2.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_2.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 -2.80332 3.31985 -4.3304 20.3191 8.3079 5.85707 2.80332 -3.31985 4.3304 -20.3191 4.68331 4.10249
|
||||
0.02 -24.887 25.9152 -34.6497 122.955 65.0416 44.6865 24.887 -25.9152 34.6497 -122.955 38.9075 33.059
|
||||
0.03 -107.451 99.5613 -135.092 361.79 245.47 165.492 107.451 -99.5613 135.092 -361.79 159.807 133.192
|
||||
0.04 -308.374 257.922 -351.105 743.504 609.916 406.811 308.374 -257.922 351.105 -743.504 443.398 366.957
|
||||
0.05 -681.339 523.124 -706.537 1268.06 1160.54 773.98 681.339 -523.124 706.537 -1268.06 959.068 795.391
|
||||
0.06 -1268.58 912.987 -1214.81 1943.31 1882.12 1270.28 1268.58 -912.987 1214.81 -1943.31 1762.31 1468.68
|
||||
0.07 -2102.75 1452.88 -1906.76 2772.23 2820.91 1940.18 2102.75 -1452.88 1906.76 -2772.23 2899.37 2418.46
|
||||
0.08 -3190.46 2159.08 -2821.87 3735.91 4075.92 2842.29 3190.46 -2159.08 2821.87 -3735.91 4389.69 3634.95
|
||||
0.09 -4479.45 2996.48 -3951.9 4773.12 5673.32 3953.8 4479.45 -2996.48 3951.9 -4773.12 6182.38 5035.65
|
||||
0.1 -5846.34 3859.98 -5198.37 5798.73 7461.43 5116.58 5846.34 -3859.98 5198.37 -5798.73 8133.68 6463.35
|
||||
0.11 -7134.8 4616.91 -6406.39 6731.37 9169.97 6113.09 7134.8 -4616.91 6406.39 -6731.37 10049.2 7737.63
|
||||
0.12 -8224.57 5180.41 -7454.78 7508.11 10595.6 6812.58 8224.57 -5180.41 7454.78 -7508.11 11768.8 8728.64
|
||||
0.13 -9070.53 5542.83 -8314.17 8083.85 11722.7 7236.5 9070.53 -5542.83 8314.17 -8083.85 13219.8 9391.98
|
||||
0.14 -9677.59 5737.82 -9013.44 8415.31 12649.6 7474.78 9677.59 -5737.82 9013.44 -8415.31 14390.8 9738.67
|
||||
0.15 -10042.8 5775.9 -9553.7 8459.06 13404.1 7550.31 10042.8 -5775.9 9553.7 -8459.06 15257 9777.38
|
||||
0.16 -10124.8 5624.01 -9864.17 8185.26 13854.8 7383.49 10124.8 -5624.01 9864.17 -8185.26 15737.7 9488.54
|
||||
0.17 -9866.55 5245.5 -9843.47 7593.35 13806.9 6887.7 9866.55 -5245.5 9843.47 -7593.35 15723.5 8848.8
|
||||
0.18 -9239.31 4647.9 -9435.84 6717.84 13169.9 6075.82 9239.31 -4647.9 9435.84 -6717.84 15137.6 7867.89
|
||||
0.19 -8258.7 3883 -8659.72 5615.55 12011.7 5054.62 8258.7 -3883 8659.72 -5615.55 13967.5 6594.37
|
||||
0.2 -6964.79 3004.83 -7567.44 4349.54 10456.4 3923.07 6964.79 -3004.83 7567.44 -4349.54 12245.9 5091.43
|
||||
0.21 -5400.49 2040.91 -6193.15 2982.12 8559.46 2702.19 5400.49 -2040.91 6193.15 -2982.12 10020 3420.53
|
||||
0.22 -3618.78 1011.69 -4551.97 1577.84 6303.53 1378.83 3618.78 -1011.69 4551.97 -1577.84 7352.38 1656.24
|
||||
0.23 -1707.68 -28.2402 -2687.43 208.435 3709.92 4.91518 1707.68 28.2402 2687.43 -208.435 4352.37 -89.6358
|
||||
0.24 204.646 -982.604 -706.404 -1052.23 928.384 -1272.82 -204.646 982.604 706.404 1052.23 1190.83 -1674.99
|
||||
0.25 1983.24 -1756.59 1244.44 -2141.4 -1801.86 -2295.51 -1983.24 1756.59 -1244.44 2141.4 -1931.45 -2974.24
|
||||
0.26 3533.43 -2309.64 3040.84 -3019.14 -4280.22 -3000.89 -3533.43 2309.64 -3040.84 3019.14 -4842.3 -3928.04
|
||||
0.27 4820.34 -2665.89 4621.39 -3670.7 -6430.22 -3444.9 -4820.34 2665.89 -4621.39 3670.7 -7433.94 -4552.75
|
||||
0.28 5847.32 -2875.79 5971.64 -4099.67 -8265.62 -3722.16 -5847.32 2875.79 -5971.64 4099.67 -9649.32 -4905.22
|
||||
0.29 6618.54 -2971.92 7076.23 -4320.88 -9788.24 -3876.78 -6618.54 2971.92 -7076.23 4320.88 -11440.5 -5038.98
|
||||
0.3 7121.32 -2960.53 7890.78 -4359.23 -10929.5 -3892.77 -7121.32 2960.53 -7890.78 4359.23 -12742.9 -4988.82
|
||||
0.31 7338.5 -2847.3 8358.14 -4252.5 -11586.6 -3756.24 -7338.5 2847.3 -8358.14 4252.5 -13487.8 -4785.66
|
||||
0.32 7271.55 -2660.81 8446.99 -4051.71 -11704.2 -3507.81 -7271.55 2660.81 -8446.99 4051.71 -13636.8 -4474.61
|
||||
0.33 6950.68 -2447.61 8174.37 -3814.29 -11317.4 -3228.36 -6950.68 2447.61 -8174.37 3814.29 -13205.7 -4114.48
|
||||
0.34 6427.91 -2249.1 7596.62 -3593.34 -10525.4 -2983.82 -6427.91 2249.1 -7596.62 3593.34 -12264.5 -3763.47
|
||||
0.35 5766.02 -2088.77 6785.85 -3429.37 -9437.56 -2795.96 -5766.02 2088.77 -6785.85 3429.37 -10920 -3470.36
|
||||
0.36 5034.29 -1981.66 5815.86 -3348.37 -8146.01 -2666.41 -5034.29 1981.66 -5815.86 3348.37 -9301.58 -3278.58
|
||||
0.37 4308.03 -1949.02 4764.21 -3363.99 -6739.91 -2616.24 -4308.03 1949.02 -4764.21 3363.99 -7552.72 -3230.82
|
||||
0.38 3661.67 -2016.14 3717.04 -3478.75 -5328.11 -2688.77 -3661.67 2016.14 -3717.04 3478.75 -5823.01 -3359.65
|
||||
0.39 3153.23 -2192.29 2762.76 -3682.11 -4035.8 -2910.41 -3153.23 2192.29 -2762.76 3682.11 -4252.49 -3666.44
|
||||
0.4 2809.59 -2453.33 1974.91 -3947.94 -2973.06 -3252.7 -2809.59 2453.33 -1974.91 3947.94 -2951.65 -4107.3
|
||||
0.41 2624.04 -2745.59 1396.81 -4235.73 -2202.6 -3636.12 -2624.04 2745.59 -1396.81 4235.73 -1987.82 -4600.66
|
||||
0.42 2567.39 -3008.02 1039.4 -4496.54 -1732.64 -3971.13 -2567.39 3008.02 -1039.4 4496.54 -1385.56 -5052.92
|
||||
0.43 2604.09 -3193.57 891.893 -4680.96 -1537.12 -4196.51 -2604.09 3193.57 -891.893 4680.96 -1138.55 -5384.19
|
||||
0.44 2702.45 -3275 935.28 -4744.99 -1583.07 -4285.45 -2702.45 3275 -935.28 4744.99 -1222.77 -5539.54
|
||||
0.45 2834.95 -3237.24 1147.94 -4652.45 -1842.7 -4225.81 -2834.95 3237.24 -1147.94 4652.45 -1601.11 -5485.9
|
||||
0.46 2972.25 -3069.03 1500.18 -4376.17 -2282.94 -4002.68 -2972.25 3069.03 -1500.18 4376.17 -2217.6 -5204.4
|
||||
0.47 3077.37 -2762.2 1943.88 -3900.3 -2844.08 -3599.93 -3077.37 2762.2 -1943.88 3900.3 -2987.55 -4686.67
|
||||
0.48 3104.25 -2316.15 2407.39 -3224.03 -3428.17 -3013.12 -3104.25 2316.15 -2407.39 3224.03 -3793.99 -3935.32
|
||||
0.49 3002.13 -1740.55 2802.46 -2364.17 -3910.21 -2256.46 -3002.13 1740.55 -2802.46 2364.17 -4497.16 -2965.18
|
||||
0.5 2724.21 -1053.86 3040.95 -1354.4 -4167.51 -1358 -2724.21 1053.86 -3040.95 1354.4 -4955.33 -1803.58
|
||||
0.51 2237.8 -281.077 3052.17 -241.212 -4108.29 -351.854 -2237.8 281.077 -3052.17 241.212 -5048.21 -491.377
|
||||
0.52 1532.25 545.691 2791.95 921.349 -3682.42 722.462 -1532.25 -545.691 -2791.95 -921.349 -4693.42 914.611
|
||||
0.53 621.942 1384.92 2242.07 2075.79 -2873.73 1814.43 -621.942 -1384.92 -2242.07 -2075.79 -3852.47 2340.32
|
||||
0.54 -455.956 2186.2 1406.16 3164.16 -1688.81 2859.91 455.956 -2186.2 -1406.16 -3164.16 -2529.68 3698.69
|
||||
0.55 -1647.41 2896.41 308.691 4131.3 -156.79 3788.4 1647.41 -2896.41 -308.691 -4131.3 -769.283 4900.82
|
||||
0.56 -2888.89 3469.55 -1002.98 4929.18 1661.23 4537.72 2888.89 -3469.55 1002.98 -4929.18 1347.71 5870.94
|
||||
0.57 -4114.86 3875.46 -2459.04 5521.86 3667.83 5067.58 4114.86 -3875.46 2459.04 -5521.86 3709.29 6558.81
|
||||
0.58 -5264.15 4103.37 -3974.59 5888.92 5741.09 5364.94 5264.15 -4103.37 3974.59 -5888.92 6182.69 6945.16
|
||||
0.59 -6283.8 4159.74 -5461.09 6026.39 7756.84 5440.17 6283.8 -4159.74 5461.09 -6026.39 8626.44 7039.06
|
||||
0.6 -7129.12 4062.65 -6834.15 5945.42 9603.73 5318.01 7129.12 -4062.65 6834.15 -5945.42 10898.7 6869.93
|
||||
0.61 -7761 3835.87 -8013.94 5670.08 11181.3 5029.09 7761 -3835.87 8013.94 -5670.08 12860.5 6478.51
|
||||
0.62 -8143.83 3505.28 -8922.51 5235.31 12389.9 4605.46 8143.83 -3505.28 8922.51 -5235.31 14377.6 5910.38
|
||||
0.63 -8247.74 3098.08 -9486.37 4684.51 13129.9 4080.79 8247.74 -3098.08 9486.37 -4684.51 15329.2 5213.44
|
||||
0.64 -8055.42 2643.63 -9647.8 4066.15 13320.1 3492.64 8055.42 -2643.63 9647.8 -4066.15 15623.3 4438.24
|
||||
0.65 -7569.84 2173.83 -9379.08 3429.15 12922.4 2882.98 7569.84 -2173.83 9379.08 -3429.15 15214.8 3638.51
|
||||
0.66 -6817.93 1721.55 -8690.11 2817.88 11955 2295.2 6817.93 -1721.55 8690.11 -2817.88 14115.4 2869.44
|
||||
0.67 -5847.72 1317.35 -7625.17 2268.25 10484.2 1768.91 5847.72 -1317.35 7625.17 -2268.25 12391.3 2183.14
|
||||
0.68 -4721.01 985.798 -6252.68 1805.38 8605.85 1335.07 4721.01 -985.798 6252.68 -1805.38 10152.2 1622.32
|
||||
0.69 -3505.05 742.277 -4655.85 1442.61 6429.94 1013.01 3505.05 -742.277 4655.85 -1442.61 7537.6 1213.82
|
||||
0.7 -2265.86 590.695 -2927.62 1181.21 4077.72 808.357 2265.86 -590.695 2927.62 -1181.21 4705.14 963.729
|
||||
0.71 -1063.63 522.128 -1167.64 1010.54 1681.9 710.931 1063.63 -522.128 1167.64 -1010.54 1821.03 855.453
|
||||
0.72 50.5902 515.284 523.361 909.137 -619.751 694.063 -50.5902 -515.284 -523.361 -909.137 -950.332 851.788
|
||||
0.73 1036.8 539.837 2052.3 847.285 -2699.24 718.021 -1036.8 -539.837 -2052.3 -847.285 -3457.67 901.489
|
||||
0.74 1866.11 562.43 3341.91 790.675 -4453.01 738.378 -1866.11 -562.43 -3341.91 -790.675 -5572.72 948.911
|
||||
0.75 2519.28 553.172 4334.76 704.606 -5807.58 715.906 -2519.28 -553.172 -4334.76 -704.606 -7196.7 943.611
|
||||
0.76 2985.57 489.782 4993.66 557.741 -6716.94 622.73 -2985.57 -489.782 -4993.66 -557.741 -8264.04 846.617
|
||||
0.77 3263.64 358.094 5302.03 325.105 -7159.88 442.244 -3263.64 -358.094 -5302.03 -325.105 -8746.2 632.038
|
||||
0.78 3364.24 150.287 5266.74 -9.55358 -7143.82 165.347 -3364.24 -150.287 -5266.74 9.55358 -8656.4 285.514
|
||||
0.79 3312.66 -136.57 4921.83 -451.877 -6712.32 -212.105 -3312.66 136.57 -4921.83 451.877 -8053.17 -197.605
|
||||
0.8 3148.08 -500.134 4328.66 -995.696 -5947.61 -688.075 -3148.08 500.134 -4328.66 995.696 -7038.39 -812.328
|
||||
0.81 2918.9 -931.176 3569.88 -1622.95 -4962.13 -1251.05 -2918.9 931.176 -3569.88 1622.95 -5747.5 -1542.47
|
||||
0.82 2675.54 -1412.45 2738.45 -2305.03 -3881.64 -1878.25 -2675.54 1412.45 -2738.45 2305.03 -4333.72 -2359.09
|
||||
0.83 2463.34 -1919.07 1926.3 -3005.32 -2828.1 -2536.83 -2463.34 1919.07 -1926.3 3005.32 -2950.81 -3220.38
|
||||
0.84 2317.48 -2420.24 1215.84 -3682.43 -1908.9 -3187 -2317.48 2420.24 -1215.84 3682.43 -1738.62 -4073.72
|
||||
0.85 2260.61 -2881.63 675.079 -4293.56 -1212.27 -3785.03 -2260.61 2881.63 -675.079 4293.56 -812.963 -4859.85
|
||||
0.86 2302.67 -3268.38 354.555 -4797.91 -804.654 -4286.38 -2302.67 3268.38 -354.555 4797.91 -259.011 -5518.75
|
||||
0.87 2442.06 -3548.98 284.435 -5159.89 -726.511 -4650.03 -2442.06 3548.98 -284.435 5159.89 -126.795 -5996.91
|
||||
0.88 2667.53 -3699.64 472.037 -5352.22 -987.598 -4844.44 -2667.53 3699.64 -472.037 5352.22 -428.512 -6254.47
|
||||
0.89 2960.01 -3707.75 900.933 -5358.47 -1564.82 -4852.93 -2960.01 3707.75 -900.933 5358.47 -1137.98 -6270.3
|
||||
0.9 3294.08 -3573.06 1532.42 -5174.51 -2404.69 -4675.64 -3294.08 3573.06 -1532.42 5174.51 -2192.58 -6043.56
|
||||
0.91 3638.61 -3306.13 2308.88 -4808.81 -3429.1 -4327.05 -3638.61 3306.13 -2308.88 4808.81 -3497.53 -5591.33
|
||||
0.92 3957.41 -2925.18 3157.87 -4281.52 -4541.7 -3831.28 -3957.41 2925.18 -3157.87 4281.52 -4931.92 -4944.26
|
||||
0.93 4210.48 -2453.35 3996.81 -3622.76 -5633.67 -3217.99 -4210.48 2453.35 -3996.81 3622.76 -6356.76 -4142.06
|
||||
0.94 4356.97 -1916.97 4738.48 -2870.23 -6590.02 -2520.61 -4356.97 1916.97 -4738.48 2870.23 -7625.41 -3230.3
|
||||
0.95 4359.58 -1344.82 5298.4 -2066.31 -7298.74 -1775.98 -4359.58 1344.82 -5298.4 2066.31 -8596.46 -2258.47
|
||||
0.96 4189.7 -767.188 5603.49 -1254.74 -7662.55 -1023.41 -4189.7 767.188 -5603.49 1254.74 -9147.91 -1278.15
|
||||
0.97 3831.67 -214.309 5600.26 -477.139 -7610.83 -302.31 -3831.67 214.309 -5600.26 477.139 -9189.96 -340.617
|
||||
0.98 3285.03 285.911 5260.56 230.253 -7107.64 351.089 -3285.03 -285.911 -5260.56 -230.253 -8674.03 506.643
|
||||
0.99 2564.34 710.312 4583.44 839.212 -6153.97 906.913 -2564.34 -710.312 -4583.44 -839.212 -7596.34 1224.02
|
||||
1 1696.8 1042.73 3593.81 1331.29 -4784.96 1344.29 -1696.8 -1042.73 -3593.81 -1331.29 -5996.46 1783.9
|
||||
1.01 718.944 1275.8 2339.18 1698.67 -3065.02 1653.46 -718.944 -1275.8 -2339.18 -1698.67 -3952.52 2173.95
|
||||
1.02 -326.736 1411.92 885.8 1944.12 -1082.86 1837.11 326.736 -1411.92 -885.8 -1944.12 -1574.54 2398.66
|
||||
1.03 -1394.46 1462.91 -685.463 2080.21 1053.35 1910.25 1394.46 -1462.91 685.463 -2080.21 1003.04 2478.48
|
||||
1.04 -2437.14 1448.08 -2283.99 2127.59 3222.01 1897.86 2437.14 -1448.08 2283.99 -2127.59 3629.97 2446.38
|
||||
1.05 -3408.11 1391.06 -3815.37 2112.58 5296.29 1830.68 3408.11 -1391.06 3815.37 -2112.58 6149.82 2342.51
|
||||
1.06 -4263 1316.25 -5188.11 2064.31 7153.67 1740.27 4263 -1316.25 5188.11 -2064.31 8410.65 2208.49
|
||||
1.07 -4962.17 1245.91 -6320.37 2011.63 8685.21 1655.18 4962.17 -1245.91 6320.37 -2011.63 10275.9 2082.54
|
||||
1.08 -5473.63 1198.31 -7145.99 1980.19 9803.29 1598.64 5473.63 -1198.31 7145.99 -1980.19 11634.7 1996.3
|
||||
1.09 -5775.96 1187.01 -7619.44 1990.07 10447.6 1587.81 5775.96 -1187.01 7619.44 -1990.07 12410.7 1973.22
|
||||
1.1 -5860.76 1220.43 -7719.58 2053.83 10590 1633.47 5860.76 -1220.43 7719.58 -2053.83 12568.7 2027.83
|
||||
1.11 -5733.79 1301.66 -7451.79 2175.37 10237.4 1739.68 5733.79 -1301.66 7451.79 -2175.37 12118 2165.3
|
||||
1.12 -5414.5 1428.01 -6847.67 2349.5 9431.76 1903.11 5414.5 -1428.01 6847.67 -2349.5 11111.3 2380.94
|
||||
1.13 -4933.59 1590.83 -5962 2562.5 8246.69 2112.66 4933.59 -1590.83 5962 -2562.5 9639.32 2659.83
|
||||
1.14 -4329.53 1775.55 -4867.13 2793.44 6779.15 2349.6 4329.53 -1775.55 4867.13 -2793.44 7822.24 2977.05
|
||||
1.15 -3644.49 1962.61 -3646.07 3016.23 5140.1 2588.72 3644.49 -1962.61 3646.07 -3016.23 5798.12 3299.1
|
||||
1.16 -2920.93 2129.05 -2385.59 3202.24 3445.04 2800.47 2920.93 -2129.05 2385.59 -3202.24 3711.74 3586.67
|
||||
1.17 -2199.02 2250.93 -1170.08 3322.92 1806.19 2954.01 2199.02 -2250.93 1170.08 -3322.92 1704.06 3798.78
|
||||
1.18 -1514.93 2306.17 -76.2313 3352.64 325.746 3020.85 1514.93 -2306.17 76.2313 -3352.64 -97.0522 3897.66
|
||||
1.19 -899.461 2277.28 831.803 3271.08 -910.399 2978.39 899.461 -2277.28 -831.803 -3271.08 -1585.01 3853.43
|
||||
1.2 -376.744 2153.54 1506.73 3065.39 -1838.64 2812.87 376.744 -2153.54 -1506.73 -3065.39 -2681.55 3647.76
|
||||
1.21 37.2258 1932.21 1921.58 2731.56 -2422.58 2520.83 -37.2258 -1932.21 -1921.58 -2731.56 -3342.15 3275.79
|
||||
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1.26 591.174 -242.828 660.174 -368.301 -916.535 -319.406 -591.174 242.828 -660.174 368.301 -1063.99 -409.077
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1.27 542.289 -747.275 98.4107 -1079.31 -201.915 -976.81 -542.289 747.275 -98.4107 1079.31 -93.3167 -1265.02
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1.28 509.431 -1217.27 -405.663 -1741.04 437.627 -1589.62 -509.431 1217.27 405.663 1741.04 779.362 -2062.2
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1.29 520.021 -1629.37 -787.586 -2322.36 916.606 -2127.45 -520.021 1629.37 787.586 2322.36 1446.15 -2760.67
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1.3 595.317 -1963.84 -995.837 -2798.08 1166.86 -2564.69 -595.317 1963.84 995.837 2798.08 1820.65 -3326.82
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1.31 749.068 -2206.41 -995.67 -3150.67 1142.61 -2882.81 -749.068 2206.41 995.67 3150.67 1844.4 -3736.42
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1.32 987.004 -2349.75 -771.258 -3371.4 823.163 -3072.24 -987.004 2349.75 771.258 3371.4 1490.61 -3977
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1.33 1306.85 -2394.12 -326.388 -3460.67 213.696 -3133.24 -1306.85 2394.12 326.388 3460.67 765.467 -4049.12
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1.34 1698.53 -2347.24 316.008 -3427.55 -655.329 -3075.71 -1698.53 2347.24 -316.008 3427.55 -292.695 -3966
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1.35 2144.58 -2223.2 1115.44 -3288.72 -1730.13 -2917.83 -2144.58 2223.2 -1115.44 3288.72 -1616.19 -3751.78
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1.36 2620.77 -2040.71 2016.68 -3066.71 -2937.22 -2683.74 -2620.77 2040.71 -2016.68 3066.71 -3112.81 -3438.39
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1.37 3097.35 -1820.86 2953.79 -2787.76 -4188.8 -2400.73 -3097.35 1820.86 -2953.79 2787.76 -4672.56 -3061.86
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1.41 4342.22 -961.115 5669.45 -1621.9 -7787.69 -1286.48 -4342.22 961.115 -5669.45 1621.9 -9220.66 -1596.86
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1.42 4343.64 -822.356 5802.72 -1416.15 -7952.97 -1104.15 -4343.64 822.356 -5802.72 1416.15 -9455.2 -1362.91
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1.43 4186.85 -727.165 5653.39 -1262.74 -7738.66 -977.321 -4186.85 727.165 -5653.39 1262.74 -9221.5 -1204.17
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1.44 3871.06 -673.233 5222.63 -1158.24 -7146.27 -903.139 -3871.06 673.233 -5222.63 1158.24 -8521.63 -1116.56
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1.45 3405.19 -653.177 4531.35 -1092.66 -6203.66 -872.211 -3405.19 653.177 -4531.35 1092.66 -7390.41 -1087.32
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1.46 2806.95 -655.167 3618.16 -1050.75 -4962.38 -869.375 -2806.95 655.167 -3618.16 1050.75 -5892.11 -1096.13
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1.47 2101.45 -664.106 2536.1 -1013.81 -3493.27 -875.235 -2101.45 664.106 -2536.1 1013.81 -4115.04 -1117.08
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1.48 1319.64 -663.284 1348.63 -961.684 -1881.07 -868.31 -1319.64 663.284 -1348.63 961.684 -2164.81 -1121.54
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1.49 496.607 -636.343 125.073 -875.013 -218.478 -827.565 -496.607 636.343 -125.073 875.013 -156.742 -1081.46
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1.5 -330.256 -569.239 -1064.09 -737.274 1400.15 -734.953 330.256 569.239 1064.09 737.274 1792.12 -972.764
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1.51 -1123.35 -451.942 -2152.1 -536.602 2885.2 -577.608 1123.35 451.942 2152.1 536.602 3571.11 -778.217
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1.52 -1847.17 -279.596 -3080.58 -267.165 4158.04 -349.363 1847.17 279.596 3080.58 267.165 5083.7 -489.424
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1.53 -2470.77 -53.0218 -3803.66 70.0267 5156.64 -51.4031 2470.77 53.0218 3803.66 -70.0267 6254.34 -107.662
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1.54 -2969.94 221.44 -4291.22 466.943 5839.92 307.958 2969.94 -221.44 4291.22 -466.943 7033.74 356.361
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1.55 -3329.03 532.597 -4530.77 909.002 6190.29 714.17 3329.03 -532.597 4530.77 -909.002 7402.01 883.623
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1.56 -3541.8 865.409 -4527.83 1376.14 6214.22 1147.76 3541.8 -865.409 4527.83 -1376.14 7369.28 1448.47
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1.57 -3611.49 1202.14 -4304.82 1844.37 5940.71 1585.83 3611.49 -1202.14 4304.82 -1844.37 6973.77 2020.6
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1.58 -3549.96 1523.64 -3898.54 2287.7 5418.08 2003.66 3549.96 -1523.64 3898.54 -2287.7 6277.53 2567.25
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1.59 -3376.18 1810.62 -3356.57 2680.27 4709.25 2376.38 3376.18 -1810.62 3356.57 -2680.27 5360.46 3055.47
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1.6 -3114.29 2045.13 -2733.09 2998.39 3886.13 2680.8 3114.29 -2045.13 2733.09 -2998.39 4313.13 3454.58
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1.61 -2791.62 2211.96 -2084.3 3222.57 3023.59 2897.25 2791.62 -2211.96 2084.3 -3222.57 3229.3 3738.63
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1.62 -2436.62 2300.02 -1464.07 3339 2193.61 3011.4 2436.62 -2300.02 1464.07 -3339 2198.59 3888.67
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1.63 -2077 2303.41 -919.973 3340.73 1460 3015.59 2077 -2303.41 919.973 -3340.73 1299.92 3894.63
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1.64 -1738.01 2222.04 -490.034 3228.14 874.005 2909.74 1738.01 -2222.04 490.034 -3228.14 596.096 3756.39
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1.65 -1440.74 2061.74 -200.189 3008.88 470.97 2701.37 1440.74 -2061.74 200.189 -3008.88 129.598 3483.86
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1.66 -1200.74 1833.64 -62.6861 2697.15 268.107 2404.88 1200.74 -1833.64 62.6861 -2697.15 -80.0485 3096.04
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1.67 -1026.8 1553.09 -75.4565 2312.56 263.597 2040.16 1026.8 -1553.09 75.4565 -2312.56 -37.2281 2619.13
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1.68 -920.335 1238.22 -222.61 1878.44 437.161 1630.64 920.335 -1238.22 222.61 -1878.44 230.67 2084.01
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1.69 -875.369 908.221 -476.07 1419.94 752.165 1201.17 875.369 -908.221 476.07 -1419.94 676.045 1523.49
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1.7 -879.25 581.851 -798.259 962.087 1159.17 775.995 879.25 -581.851 798.259 -962.087 1235.6 969.558
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1.71 -914.072 275.991 -1145.59 527.782 1600.57 376.93 914.072 -275.991 1145.59 -527.782 1836.2 451.043
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1.72 -958.558 4.55055 -1472.42 136.145 2015.83 21.9665 958.558 -4.55055 1472.42 -136.145 2401.42 -8.31481
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1.73 -990.191 -222.36 -1735.01 -198.814 2346.76 -275.791 990.191 222.36 1735.01 198.814 2858.28 -391.288
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1.74 -987.307 -398.973 -1895.26 -469.03 2542.5 -508.817 987.307 398.973 1895.26 469.03 3143.29 -688.102
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1.75 -930.964 -524.122 -1923.71 -672.674 2563.53 -675.503 930.964 524.122 1923.71 672.674 3207.61 -896.864
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1.76 -806.467 -601.17 -1801.8 -813.891 2384.79 -780.08 806.467 601.17 1801.8 813.891 3020.62 -1023.43
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1.77 -604.513 -637.57 -1523.18 -902.014 1997.4 -832.063 604.513 637.57 1523.18 902.014 2572.14 -1080.65
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1.78 -321.973 -644.031 -1094.03 -950.339 1409.25 -845.189 321.973 644.031 1094.03 950.339 1872.84 -1086.91
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1.79 37.6971 -633.347 -532.522 -974.584 644.233 -835.892 -37.6971 633.347 532.522 974.584 953.332 -1064.15
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1.8 464.424 -618.966 132.582 -991.17 -259.513 -821.471 -464.424 618.966 -132.582 991.17 -138.233 -1035.43
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1.81 941.919 -613.501 864.035 -1015.49 -1252.39 -818.149 -941.919 613.501 -864.035 1015.49 -1339.71 -1022.35
|
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1.82 1448.57 -627.354 1618.83 -1060.34 -2276.93 -839.302 -1448.57 627.354 -1618.83 1060.34 -2579.56 -1042.76
|
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1.83 1958.8 -667.635 2351.36 -1134.57 -3271.98 -894.049 -1958.8 667.635 -2351.36 1134.57 -3782.11 -1108.86
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1.84 2444.94 -737.482 3016.83 -1242.22 -4177.28 -986.389 -2444.94 737.482 -3016.83 1242.22 -4873.21 -1226.06
|
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1.85 2879.21 -835.836 3574.54 -1382.08 -4937.87 -1114.91 -2879.21 835.836 -3574.54 1382.08 -5785.76 -1392.6
|
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1.86 3235.91 -957.634 3990.93 -1547.72 -5508.17 -1273.05 -3235.91 957.634 -3990.93 1547.72 -6464.6 -1599.85
|
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1.87 3493.3 -1094.34 4241.84 -1728.13 -5855.16 -1449.79 -3493.3 1094.34 -4241.84 1728.13 -6870.36 -1833.23
|
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1.88 3635.15 -1234.76 4314.11 -1908.66 -5960.41 -1630.69 -3635.15 1234.76 -4314.11 1908.66 -6981.93 -2073.58
|
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1.89 3651.8 -1365.98 4206.14 -2072.43 -5821.03 -1799.14 -3651.8 1365.98 -4206.14 2072.43 -6797.4 -2298.81
|
||||
1.9 3540.72 -1474.52 3927.63 -2201.85 -5449.33 -1937.76 -3540.72 1474.52 -3927.63 2201.85 -6333.56 -2485.8
|
||||
1.91 3306.5 -1547.44 3498.47 -2280.31 -4871.42 -2029.91 -3306.5 1547.44 -3498.47 2280.31 -5623.99 -2612.41
|
||||
1.92 2960.54 -1573.55 2947.06 -2293.69 -4124.99 -2061.2 -2960.54 1573.55 -2947.06 2293.69 -4716.17 -2659.45
|
||||
1.93 2520.25 -1544.49 2308.02 -2231.8 -3256.35 -2020.87 -2520.25 1544.49 -2308.02 2231.8 -3667.71 -2612.6
|
||||
1.94 2007.95 -1455.6 1619.7 -2089.34 -2317 -1902.95 -2007.95 1455.6 -1619.7 2089.34 -2542.1 -2463.85
|
||||
1.95 1449.53 -1306.53 921.479 -1866.53 -1360.13 -1707.03 -1449.53 1306.53 -921.479 1866.53 -1404.3 -2212.56
|
||||
1.96 872.751 -1101.4 251.057 -1569.26 -436.92 -1438.49 -872.751 1101.4 -251.057 1569.26 -316.252 -1865.72
|
||||
1.97 305.411 -848.569 -357.996 -1208.7 406.786 -1108.18 -305.411 848.569 357.996 1208.7 667.202 -1437.52
|
||||
1.98 -226.5 -559.93 -878.405 -800.554 1133.4 -731.524 226.5 559.93 878.405 800.554 1501.81 -948.265
|
||||
1.99 -700.555 -249.956 -1290.81 -363.857 1715.87 -327.268 700.555 249.956 1290.81 363.857 2156.55 -422.6
|
||||
2 -1099.33 65.5106 -1584.72 80.4606 2138.99 84.0785 1099.33 -65.5106 1584.72 -80.4606 2615.17 112.453
|
||||
2.01 -1411.42 370.513 -1758.78 511.157 2399.87 481.865 1411.42 -370.513 1758.78 -511.157 2876.46 629.675
|
||||
2.02 -1631.87 650.185 -1820.25 908.277 2507.3 846.856 1631.87 -650.185 1820.25 -908.277 2953.46 1103.7
|
||||
2.03 -1762.14 891.803 -1783.9 1254.61 2480.31 1162.59 1762.14 -891.803 1783.9 -1254.61 2871.4 1512.82
|
||||
2.04 -1809.57 1085.64 -1670.3 1536.92 2345.93 1416.46 1809.57 -1085.64 1670.3 -1536.92 2664.98 1840.46
|
||||
2.05 -1786.44 1225.56 -1503.9 1746.77 2136.64 1600.5 1786.44 -1225.56 1503.9 -1746.77 2375.06 2076.18
|
||||
2.06 -1708.77 1309.36 -1310.86 1881.02 1887.5 1711.81 1708.77 -1309.36 1310.86 -1881.02 2045.1 2216.27
|
||||
2.07 -1594.97 1338.82 -1116.98 1941.75 1633.27 1752.63 1594.97 -1338.82 1116.98 -1941.75 1717.66 2263.82
|
||||
2.08 -1464.35 1319.38 -945.692 1935.89 1405.83 1729.93 1464.35 -1319.38 945.692 -1935.89 1431.25 2228.2
|
||||
2.09 -1335.57 1259.61 -816.427 1874.32 1231.78 1654.73 1335.57 -1259.61 816.427 -1874.32 1217.5 2124.1
|
||||
2.1 -1225.24 1170.33 -743.244 1770.77 1130.66 1540.97 1225.24 -1170.33 743.244 -1770.77 1099.07 1970.04
|
||||
2.11 -1146.55 1063.53 -733.932 1640.44 1113.62 1404.08 1146.55 -1063.53 733.932 -1640.44 1088.17 1786.52
|
||||
2.12 -1108.26 951.22 -789.594 1498.63 1182.84 1259.57 1108.26 -951.22 789.594 -1498.63 1185.94 1594.09
|
||||
2.13 -1113.98 844.293 -904.747 1359.28 1331.54 1121.5 1113.98 -844.293 904.747 -1359.28 1382.7 1411.38
|
||||
2.14 -1161.92 751.567 -1067.93 1233.84 1544.82 1001.25 1161.92 -751.567 1067.93 -1233.84 1658.97 1253.45
|
||||
2.15 -1245.16 679.046 -1262.78 1130.3 1801 906.571 1245.16 -679.046 1262.78 -1130.3 1987.35 1130.57
|
||||
2.16 -1352.33 629.513 -1469.49 1052.62 2073.59 841.074 1352.33 -629.513 1469.49 -1052.62 2334.88 1047.46
|
||||
2.17 -1468.65 602.444 -1666.47 1000.5 2333.53 804.108 1468.65 -602.444 1666.47 -1000.5 2665.88 1003.23
|
||||
2.18 -1577.26 594.229 -1832.1 969.674 2551.55 791.049 1577.26 -594.229 1832.1 -969.674 2944.75 991.639
|
||||
2.19 -1660.68 598.653 -1946.44 952.418 2700.49 793.927 1660.68 -598.653 1946.44 -952.418 3138.83 1002.03
|
||||
2.2 -1702.24 607.585 -1992.69 938.518 2757.32 802.311 1702.24 -607.585 1992.69 -938.518 3220.75 1020.44
|
||||
2.21 -1687.45 611.821 -1958.4 916.379 2704.83 804.387 1687.45 -611.821 1958.4 -916.379 3170.38 1031.08
|
||||
2.22 -1605.21 602.011 -1836.36 874.293 2532.84 788.157 1605.21 -602.011 1836.36 -874.293 2976.23 1017.88
|
||||
2.23 -1448.7 569.613 -1625.02 801.701 2238.91 742.664 1448.7 -569.613 1625.02 -801.701 2636.16 966.176
|
||||
2.24 -1216.14 507.794 -1328.68 690.348 1828.53 659.15 1216.14 -507.794 1328.68 -690.348 2157.51 864.234
|
||||
2.25 -911.068 412.193 -957.154 535.219 1314.81 532.042 911.068 -412.193 957.154 -535.219 1556.65 704.536
|
||||
2.26 -542.306 281.466 -525.194 335.186 717.679 359.667 542.306 -281.466 525.194 -335.186 857.903 484.732
|
||||
2.27 -123.52 117.56 -51.519 93.2899 62.5936 144.588 123.52 -117.56 51.519 -93.2899 91.9635 208.093
|
||||
2.28 327.619 -74.3462 442.378 -183.35 -621.068 -106.455 -327.619 74.3462 -442.378 183.35 -706.067 -116.583
|
||||
2.29 790.597 -286.204 933.617 -483.991 -1301.9 -383.024 -790.597 286.204 -933.617 483.991 -1498.95 -475.589
|
||||
2.3 1243.45 -507.737 1399.38 -795.061 -1948.45 -671.809 -1243.45 507.737 -1399.38 795.061 -2249.68 -851.401
|
||||
2.31 1664.28 -727.275 1818.32 -1101.19 -2531.2 -957.711 -1664.28 727.275 -1818.32 1101.19 -2923.77 -1224.11
|
||||
2.32 2032.7 -932.714 2171.86 -1386.42 -3024.31 -1225.08 -2032.7 932.714 -2171.86 1386.42 -3491.28 -1573.06
|
||||
2.33 2331.22 -1112.48 2445.21 -1635.47 -3407.11 -1458.95 -2331.22 1112.48 -2445.21 1635.47 -3928.51 -1878.49
|
||||
2.34 2546.31 -1256.43 2628.1 -1834.91 -3665.14 -1646.23 -2546.31 1256.43 -2628.1 1834.91 -4219.18 -2123.07
|
||||
2.35 2669.23 -1356.65 2715.3 -1974.27 -3790.8 -1776.68 -2669.23 1356.65 -2715.3 1974.27 -4355.1 -2293.28
|
||||
2.36 2696.5 -1408.02 2706.66 -2046.78 -3783.59 -1843.69 -2696.5 1408.02 -2706.66 2046.78 -4336.38 -2380.36
|
||||
2.37 2630.04 -1408.58 2606.97 -2049.91 -3649.85 -1844.74 -2630.04 1408.58 -2606.97 2049.91 -4171.06 -2381.01
|
||||
2.38 2476.91 -1359.69 2425.54 -1985.48 -3402.19 -1781.56 -2476.91 1359.69 -2425.54 1985.48 -3874.41 -2297.51
|
||||
2.39 2248.83 -1265.85 2175.45 -1859.44 -3058.55 -1659.96 -2248.83 1265.85 -2175.45 1859.44 -3467.8 -2137.58
|
||||
2.4 1961.24 -1134.31 1872.71 -1681.36 -2640.92 -1489.31 -1961.24 1134.31 -1872.71 1681.36 -2977.2 -1913.61
|
||||
2.41 1632.25 -974.467 1535.16 -1463.53 -2173.97 -1281.76 -1632.25 974.467 -1535.16 1463.53 -2431.51 -1641.65
|
||||
2.42 1281.33 -797.049 1181.37 -1219.98 -1683.39 -1051.15 -1281.33 797.049 -1181.37 1219.98 -1860.73 -1339.99
|
||||
2.43 927.889 -613.195 829.455 -965.291 -1194.29 -811.909 -927.889 613.195 -829.455 965.291 -1294.07 -1027.67
|
||||
2.44 590.007 -433.542 495.986 -713.445 -729.718 -577.783 -590.007 433.542 -495.986 713.445 -758.24 -722.843
|
||||
2.45 283.171 -267.379 195.045 -476.763 -309.259 -360.799 -283.171 267.379 -195.045 476.763 -275.876 -441.337
|
||||
2.46 19.3446 -121.947 -62.5332 -264.996 51.9695 -170.341 -19.3446 121.947 62.5332 264.996 135.63 -195.5
|
||||
2.47 -193.69 -1.96529 -269.663 -84.6955 344.047 -12.5404 193.69 1.96529 269.663 84.6955 464.942 6.64454
|
||||
2.48 -352.645 90.6044 -423.246 61.1249 562.583 110.026 352.645 -90.6044 423.246 -61.1249 707.154 161.788
|
||||
2.49 -458.689 156.536 -524.142 173.002 708.682 198.305 458.689 -156.536 524.142 -173.002 863.745 271.302
|
||||
2.5 -517.093 199.082 -576.896 254.715 788.558 256.443 517.093 -199.082 576.896 -254.715 942.13 340.804
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||||
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3 247.235 -240.495 131.413 -312.542 -191.554 -310.43 -247.235 240.495 -131.413 312.542 -202.683 -411.055
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3.01 225.79 -126.774 207.446 -146.226 -282.88 -161.401 -225.79 126.774 -207.446 146.226 -339.457 -218.921
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3.41 510.411 -667.481 130.07 -971.544 -239.771 -874.191 -510.411 667.481 -130.07 971.544 -150.44 -1128.25
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3.5 425.198 144.015 783.091 184.664 -1047.49 185.575 -425.198 -144.015 -783.091 -184.664 -1301.78 246.469
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3.51 296.063 225.376 666.484 303.917 -882.266 292.235 -296.063 -225.376 -666.484 -303.917 -1117.19 383.894
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3.52 140.077 290.285 493.198 401.544 -641.686 377.627 -140.077 -290.285 -493.198 -401.544 -837.907 493.228
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3.63 -1192.3 316.584 -1503.86 513.439 2069.98 421.016 1192.3 -316.584 1503.86 -513.439 2441.59 528.736
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3.72 63.7607 304.346 389.521 430.648 -498.544 397.106 -63.7607 -304.346 -389.521 -430.648 -670.02 515.932
|
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3.73 171.003 253.73 503.358 353.345 -657.725 330.374 -171.003 -253.73 -503.358 -353.345 -852.349 430.816
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3.74 252.877 189.37 565.417 258.032 -747.972 245.884 -252.877 -189.37 -565.417 -258.032 -948.279 322.225
|
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3.75 309.32 113.182 577.467 147.379 -771.513 146.132 -309.32 -113.182 -577.467 -147.379 -960.887 193.415
|
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3.76 342.174 28.0874 545.137 25.3526 -735.721 34.9077 -342.174 -28.0874 -545.137 -25.3526 -899.69 49.3544
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||||
3.77 354.928 -62.2015 477.333 -103.061 -652.339 -82.9767 -354.928 62.2015 -477.333 103.061 -779.659 -103.628
|
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3.78 352.359 -153.456 385.404 -232.216 -536.376 -202.045 -352.359 153.456 -385.404 232.216 -619.835 -258.322
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3.79 340.07 -241.252 282.142 -356.227 -404.78 -316.572 -340.07 241.252 -282.142 356.227 -441.647 -407.184
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||||
3.8 323.99 -321.311 180.688 -469.409 -274.974 -421.019 -323.99 321.311 -180.688 469.409 -267.09 -542.915
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3.81 309.855 -389.822 93.4279 -566.696 -163.4 -510.453 -309.855 389.822 -93.4279 566.696 -116.883 -659.015
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3.82 302.723 -443.727 30.9822 -644.014 -84.1669 -580.913 -302.723 443.727 -30.9822 644.014 -8.77966 -750.268
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3.83 306.55 -480.939 1.35017 -698.561 -47.9097 -629.696 -306.55 480.939 -1.35017 698.561 43.8592 -813.12
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3.84 323.865 -500.478 9.28344 -728.986 -60.956 -655.527 -323.865 500.478 -9.28344 728.986 33.1057 -845.905
|
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3.85 355.558 -502.517 55.931 -735.446 -124.849 -658.622 -355.558 502.517 -55.931 735.446 -42.9437 -848.928
|
||||
3.86 400.811 -488.326 138.78 -719.537 -236.267 -640.614 -400.811 488.326 -138.78 719.537 -180.074 -824.364
|
||||
3.87 457.159 -460.133 251.894 -684.115 -387.329 -604.372 -457.159 460.133 -251.894 684.115 -368.352 -776.027
|
||||
3.88 520.681 -420.905 386.418 -633.014 -566.276 -553.725 -520.681 420.905 -386.418 633.014 -592.977 -708.991
|
||||
3.89 586.319 -374.078 531.322 -570.698 -758.445 -493.107 -586.319 374.078 -531.322 570.698 -835.522 -629.128
|
||||
3.9 648.27 -323.256 674.303 -501.868 -947.471 -427.173 -648.27 323.256 -674.303 501.868 -1075.44 -542.597
|
||||
3.91 700.456 -271.906 802.783 -431.072 -1116.62 -360.4 -700.456 271.906 -802.783 431.072 -1291.73 -455.318
|
||||
3.92 737.006 -223.075 904.918 -362.333 -1250.12 -296.732 -737.006 223.075 -904.918 362.333 -1464.63 -372.494
|
||||
3.93 752.731 -179.16 970.546 -298.853 -1334.45 -239.271 -752.731 179.16 -970.546 298.853 -1577.19 -298.21
|
||||
3.94 743.547 -141.738 991.991 -242.785 -1359.36 -190.066 -743.547 141.738 -991.991 242.785 -1616.61 -235.149
|
||||
3.95 706.819 -111.477 964.665 -195.126 -1318.76 -149.995 -706.819 111.477 -964.665 195.126 -1575.23 -184.435
|
||||
3.96 641.602 -88.1335 887.429 -155.707 -1211.12 -118.762 -641.602 88.1335 -887.429 155.707 -1451.17 -145.638
|
||||
3.97 548.752 -70.638 762.688 -123.299 -1039.66 -95.0059 -548.752 70.638 -762.688 123.299 -1248.4 -116.908
|
||||
3.98 430.917 -57.2472 596.204 -95.8103 -812.089 -76.4978 -430.917 57.2472 -596.204 95.8103 -976.522 -95.2438
|
||||
3.99 292.388 -45.7625 396.669 -70.5674 -540.025 -60.4218 -292.388 45.7625 -396.669 70.5674 -649.982 -76.8657
|
||||
4 138.841 -33.7837 175.055 -44.6367 -238.16 -43.7023 -138.841 33.7837 -175.055 44.6367 -287.005 -57.6488
|
||||
400
examples/space_frame_3d_results/recorders/elem_3.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_3.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 -73.2254 -0.522462 70.1793 4.20647 -39.7847 1.4187 73.2254 0.522462 -70.1793 -4.20647 -170.753 -2.98609
|
||||
0.02 -454.514 0.281186 304.828 33.0601 -50.4044 20.4451 454.514 -0.281186 -304.828 -33.0601 -864.08 -19.6016
|
||||
0.03 -1349.73 24.7737 456.574 128.275 586.136 128.662 1349.73 -24.7737 -456.574 -128.275 -1955.86 -54.3411
|
||||
0.04 -2710.13 143.455 -73.9257 338.749 2915.88 499.194 2710.13 -143.455 73.9257 -338.749 -2694.11 -68.8278
|
||||
0.05 -4408.95 470.358 -1670.32 696.843 7567.78 1385.56 4408.95 -470.358 1670.32 -696.843 -2556.81 25.5099
|
||||
0.06 -6408.94 1100.09 -4197.31 1200.56 14297.7 2997.42 6408.94 -1100.09 4197.31 -1200.56 -1705.79 302.841
|
||||
0.07 -8671.73 2033.48 -7198.46 1818.49 22307.6 5357.47 8671.73 -2033.48 7198.46 -1818.49 -712.229 742.97
|
||||
0.08 -11140 3170.35 -10314 2511.1 30921.7 8272.96 11140 -3170.35 10314 -2511.1 20.4332 1238.1
|
||||
0.09 -13745.7 4380.25 -13536 3243.58 39970.6 11446.6 13745.7 -4380.25 13536 -3243.58 637.352 1694.13
|
||||
0.1 -16379.7 5572.96 -17010.6 3982.64 49495.5 14606.6 16379.7 -5572.96 17010.6 -3982.64 1536.48 2112.3
|
||||
0.11 -18947.6 6694.54 -20698 4684.42 59219.8 17532.9 18947.6 -6694.54 20698 -4684.42 2874.03 2550.68
|
||||
0.12 -21369.5 7670.19 -24244.2 5290.48 68348.2 20000.4 21369.5 -7670.19 24244.2 -5290.48 4384.45 3010.19
|
||||
0.13 -23494.3 8383.16 -27151.7 5740.23 75844.5 21762.5 23494.3 -8383.16 27151.7 -5740.23 5610.51 3386.98
|
||||
0.14 -25100.8 8731.77 -29070.9 5988.56 80902.2 22638.1 25100.8 -8731.77 29070.9 -5988.56 6310.42 3557.19
|
||||
0.15 -25958.4 8702.6 -29907.3 6014.76 83146.9 22608.9 25958.4 -8702.6 29907.3 -6014.76 6575.19 3498.93
|
||||
0.16 -25891 8368.14 -29707.8 5817.62 82500.7 21797.3 25891 -8368.14 29707.8 -5817.62 6622.83 3307.14
|
||||
0.17 -24847.4 7802.26 -28495.8 5404.97 78951.9 20325.3 24847.4 -7802.26 28495.8 -5404.97 6535.41 3081.47
|
||||
0.18 -22902.2 7005.38 -26225.8 4790.16 72492 18199.6 22902.2 -7005.38 26225.8 -4790.16 6185.28 2816.56
|
||||
0.19 -20196 5924.19 -22890.5 3997.55 63261.9 15352.3 20196 -5924.19 22890.5 -3997.55 5409.46 2420.31
|
||||
0.2 -16890.2 4545.15 -18634.2 3069.11 51698.4 11799.3 16890.2 -4545.15 18634.2 -3069.11 4204.3 1836.14
|
||||
0.21 -13140 2959.46 -13753.7 2062.7 38505.9 7750.64 13140 -2959.46 13753.7 -2062.7 2755.08 1127.73
|
||||
0.22 -9078.44 1331.61 -8589.81 1041.18 24468.1 3561.49 9078.44 -1331.61 8589.81 -1041.18 1301.34 433.331
|
||||
0.23 -4829 -190.447 -3410.37 60.5342 10256.2 -418.876 4829 190.447 3410.37 -60.5342 -25.1172 -152.464
|
||||
0.24 -521.352 -1530.3 1615.83 -834.951 -3614.27 -3954.22 521.352 1530.3 -1615.83 834.951 -1233.21 -636.666
|
||||
0.25 3698.27 -2660.78 6355.15 -1610.38 -16689.2 -6910.9 -3698.27 2660.78 -6355.15 1610.38 -2376.24 -1071.44
|
||||
0.26 7658.38 -3551.57 10634.1 -2237.14 -28467.4 -9193.37 -7658.38 3551.57 -10634.1 2237.14 -3434.77 -1461.35
|
||||
0.27 11174.5 -4157.92 14229.4 -2694.97 -38401.3 -10729.5 -11174.5 4157.92 -14229.4 2694.97 -4286.98 -1744.23
|
||||
0.28 14080.4 -4461.26 16938.1 -2977.94 -46024 -11522.9 -14080.4 4461.26 -16938.1 2977.94 -4790.15 -1860.94
|
||||
0.29 16257.6 -4506.21 18663.6 -3098.44 -51103 -11692.1 -16257.6 4506.21 -18663.6 3098.44 -4887.71 -1826.55
|
||||
0.3 17656.2 -4383.37 19450.8 -3084.54 -53706 -11428.9 -17656.2 4383.37 -19450.8 3084.54 -4646.49 -1721.24
|
||||
0.31 18302.9 -4172.37 19445.2 -2972.52 -54138.2 -10901.6 -18302.9 4172.37 -19445.2 2972.52 -4197.42 -1615.52
|
||||
0.32 18291.4 -3905.03 18817.2 -2799.83 -52812.1 -10198.8 -18291.4 3905.03 -18817.2 2799.83 -3639.56 -1516.32
|
||||
0.33 17760.3 -3584.3 17716.8 -2602.54 -50152.1 -9364.27 -17760.3 3584.3 -17716.8 2602.54 -2998.44 -1388.64
|
||||
0.34 16864.2 -3232.81 16282.3 -2415.59 -46578.7 -8478.26 -16864.2 3232.81 -16282.3 2415.59 -2268.27 -1220.18
|
||||
0.35 15740.4 -2916.1 14673.6 -2271.83 -42534.9 -7694.77 -15740.4 2916.1 -14673.6 2271.83 -1485.85 -1053.52
|
||||
0.36 14491.3 -2717.35 13078.4 -2197.68 -38479.6 -7197.43 -14491.3 2717.35 -13078.4 2197.68 -755.572 -954.632
|
||||
0.37 13190.2 -2691.77 11672.9 -2207.51 -34821.1 -7117.42 -13190.2 2691.77 -11672.9 2207.51 -197.469 -957.881
|
||||
0.38 11902.9 -2843.76 10569.9 -2300.85 -31838.2 -7484.79 -11902.9 2843.76 -10569.9 2300.85 128.366 -1046.5
|
||||
0.39 10705.7 -3139.72 9804.03 -2463.98 -29657.6 -8238.04 -10705.7 3139.72 -9804.03 2463.98 245.545 -1181.12
|
||||
0.4 9684.63 -3532.7 9362.77 -2674.19 -28301.3 -9260.75 -9684.63 3532.7 -9362.77 2674.19 212.934 -1337.34
|
||||
0.41 8912.83 -3972.19 9228.88 -2903.17 -27744.6 -10404.9 -8912.83 3972.19 -9228.88 2903.17 57.9429 -1511.65
|
||||
0.42 8424.49 -4398.04 9386.11 -3118.44 -27920 -11496.6 -8424.49 4398.04 -9386.11 3118.44 -238.328 -1697.5
|
||||
0.43 8200.82 -4737.92 9784.48 -3284.27 -28660.9 -12348.5 -8200.82 4737.92 -9784.48 3284.27 -692.531 -1865.3
|
||||
0.44 8172.38 -4921.21 10305.1 -3364.48 -29652.9 -12792.9 -8172.38 4921.21 -10305.1 3364.48 -1262.49 -1970.74
|
||||
0.45 8232.1 -4900.02 10767.8 -3327.33 -30459.2 -12719.2 -8232.1 4900.02 -10767.8 3327.33 -1844.17 -1980.89
|
||||
0.46 8251.96 -4658.38 10981.9 -3150.6 -30620 -12085.5 -8251.96 4658.38 -10981.9 3150.6 -2325.83 -1889.67
|
||||
0.47 8101.44 -4202.42 10801.3 -2824.21 -29759.2 -10897.9 -8101.44 4202.42 -10801.3 2824.21 -2644.71 -1709.4
|
||||
0.48 7668.24 -3543.52 10142.7 -2350.18 -27634 -9179.33 -7668.24 3543.52 -10142.7 2350.18 -2794.18 -1451.23
|
||||
0.49 6876.59 -2690.95 8967.63 -1741.23 -24118.9 -6956.76 -6876.59 2690.95 -8967.63 1741.23 -2783.96 -1116.1
|
||||
0.5 5694.59 -1659.18 7258.81 -1019.91 -19174.1 -4274.8 -5694.59 1659.18 -7258.81 1019.91 -2602.33 -702.736
|
||||
0.51 4126.69 -480.664 5020.52 -218.076 -12841.3 -1220.43 -4126.69 480.664 -5020.52 218.076 -2220.3 -221.568
|
||||
0.52 2197.48 788.091 2297.89 624.292 -5265.31 2064.03 -2197.48 -788.091 -2297.89 -624.292 -1628.36 300.242
|
||||
0.53 -60.5018 2071.72 -810.638 1462.28 3294.86 5389.59 60.5018 -2071.72 810.638 -1462.28 -862.947 825.575
|
||||
0.54 -2605.93 3287.93 -4165.43 2250.66 12491 8545.64 2605.93 -3287.93 4165.43 -2250.66 5.29187 1318.16
|
||||
0.55 -5377.08 4359.65 -7612.72 2948.35 21931 11330 5377.08 -4359.65 7612.72 -2948.35 907.16 1748.93
|
||||
0.56 -8280.09 5224.01 -11003 3521.43 31211.4 13575.7 8280.09 -5224.01 11003 -3521.43 1797.65 2096.3
|
||||
0.57 -11186.7 5838.18 -14189.8 3944.75 39922.4 15169.9 11186.7 -5838.18 14189.8 -3944.75 2647 2344.59
|
||||
0.58 -13944.4 6182.55 -17020.7 4202.99 47645.7 16063.6 13944.4 -6182.55 17020.7 -4202.99 3416.47 2484.03
|
||||
0.59 -16393.8 6260.85 -19341.7 4291.77 53976.3 16269.8 16393.8 -6260.85 19341.7 -4291.77 4048.86 2512.71
|
||||
0.6 -18388.6 6096.81 -21019.3 4218.48 58572.6 15852.3 18388.6 -6096.81 21019.3 -4218.48 4485.36 2438.08
|
||||
0.61 -19812.5 5728.16 -21968.3 4001.84 61213 14908.3 19812.5 -5728.16 21968.3 -4001.84 4691.89 2276.18
|
||||
0.62 -20590.5 5199.98 -22164.4 3669.7 61822.7 13551.6 20590.5 -5199.98 22164.4 -3669.7 4670.34 2048.37
|
||||
0.63 -20693.9 4559.44 -21637 3255.7 60463.8 11901.4 20693.9 -4559.44 21637 -3255.7 4447.26 1776.97
|
||||
0.64 -20136.8 3853.49 -20451.7 2795.88 57300.8 10078.1 20136.8 -3853.49 20451.7 -2795.88 4054.31 1482.38
|
||||
0.65 -18966.1 3129.19 -18696 2325.75 52569.3 8204.53 18966.1 -3129.19 18696 -2325.75 3518.82 1183.05
|
||||
0.66 -17250.7 2434.69 -16475.4 1877.97 46557.1 6406.54 17250.7 -2434.69 16475.4 -1877.97 2869.23 897.528
|
||||
0.67 -15073.2 1817.54 -13912.4 1479.88 39592.7 4807 15073.2 -1817.54 13912.4 -1479.88 2144.39 645.617
|
||||
0.68 -12528.8 1318.83 -11141.6 1151.14 32030.5 3510.61 12528.8 -1318.83 11141.6 -1151.14 1394.33 445.886
|
||||
0.69 -9726.85 964.658 -8299.62 901.905 24228.3 2583.73 9726.85 -964.658 8299.62 -901.905 670.593 310.245
|
||||
0.7 -6792.33 759.295 -5513.35 732.165 16525.1 2038.4 6792.33 -759.295 5513.35 -732.165 14.9309 239.49
|
||||
0.71 -3862.08 684.186 -2892.78 632.581 9223.15 1829.1 3862.08 -684.186 2892.78 -632.581 -544.803 223.455
|
||||
0.72 -1074.1 703.076 -528.061 586.21 2575.03 1863.77 1074.1 -703.076 528.061 -586.21 -990.853 245.459
|
||||
0.73 1447.41 770.183 1512.96 570.629 -3228.35 2023.3 -1447.41 -770.183 -1512.96 -570.629 -1310.52 287.251
|
||||
0.74 3606.97 837.626 3189.49 560.143 -8072.34 2181.82 -3606.97 -837.626 -3189.49 -560.143 -1496.13 331.057
|
||||
0.75 5348.02 860.648 4493.41 528.206 -11930.2 2222.79 -5348.02 -860.648 -4493.41 -528.206 -1550.04 359.155
|
||||
0.76 6655.57 801.41 5450.98 450.173 -14863.9 2050.17 -6655.57 -801.41 -5450.98 -450.173 -1489.07 354.061
|
||||
0.77 7551.34 632.231 6117.34 306.126 -17008.7 1595.51 -7551.34 -632.231 -6117.34 -306.126 -1343.31 301.186
|
||||
0.78 8084.15 337.668 6564.75 83.2521 -18545.2 820.712 -8084.15 -337.668 -6564.75 -83.2521 -1149.06 192.291
|
||||
0.79 8319.02 -85.6035 6869.4 -222.716 -19667.7 -283.417 -8319.02 85.6035 -6869.4 222.716 -940.496 26.6066
|
||||
0.8 8328.36 -630.673 7101.75 -607.091 -20560.2 -1700.78 -8328.36 630.673 -7101.75 607.091 -745.078 -191.241
|
||||
0.81 8186.46 -1281.88 7322.31 -1056.63 -21382.8 -3391.68 -8186.46 1281.88 -7322.31 1056.63 -584.11 -453.946
|
||||
0.82 7966.87 -2014.14 7580.82 -1550.47 -22267 -5290.55 -7966.87 2014.14 -7580.82 1550.47 -475.444 -751.869
|
||||
0.83 7741.05 -2791.02 7915.57 -2061.64 -23312.4 -7302.15 -7741.05 2791.02 -7915.57 2061.64 -434.354 -1070.92
|
||||
0.84 7576.15 -3564.46 8350.83 -2559.07 -24581.4 -9302.45 -7576.15 3564.46 -8350.83 2559.07 -471.129 -1390.92
|
||||
0.85 7530.57 -4278.58 8893.37 -3010.3 -26092.6 -11148.4 -7530.57 4278.58 -8893.37 3010.3 -587.541 -1687.31
|
||||
0.86 7646.84 -4877.2 9530.23 -3384.37 -27815.2 -12695.9 -7646.84 4877.2 -9530.23 3384.37 -775.465 -1935.66
|
||||
0.87 7943.57 -5311.97 10229.2 -3654.56 -29668.6 -13819.7 -7943.57 5311.97 -10229.2 3654.56 -1018.89 -2116.22
|
||||
0.88 8409.28 -5548.26 10941.5 -3800.6 -31527.2 -14429 -8409.28 5548.26 -10941.5 3800.6 -1297.45 -2215.82
|
||||
0.89 9001.16 -5567.76 11606.1 -3810.22 -33229.5 -14475.8 -9001.16 5567.76 -11606.1 3810.22 -1588.78 -2227.49
|
||||
0.9 9650.03 -5368.66 12153.7 -3680.09 -34592.2 -13956.3 -9650.03 5368.66 -12153.7 3680.09 -1868.82 -2149.68
|
||||
0.91 10270.3 -4964.57 12513 -3416.15 -35427.1 -12907.2 -10270.3 4964.57 -12513 3416.15 -2111.93 -1986.55
|
||||
0.92 10771.7 -4382.32 12618.1 -3033.23 -35561.4 -11398.5 -10771.7 4382.32 -12618.1 3033.23 -2292.86 -1748.43
|
||||
0.93 11069.7 -3658.75 12416.1 -2553.9 -34857.5 -9525.08 -11069.7 3658.75 -12416.1 2553.9 -2390.69 -1451.18
|
||||
0.94 11092.6 -2836.93 11873.1 -2006.51 -33226.8 -7396.9 -11092.6 2836.93 -11873.1 2006.51 -2392.47 -1113.88
|
||||
0.95 10785.1 -1962.79 10976.2 -1422.78 -30634.5 -5131.95 -10785.1 1962.79 -10976.2 1422.78 -2294.08 -756.422
|
||||
0.96 10109.5 -1083.05 9731.79 -835.221 -27097.2 -2851.02 -10109.5 1083.05 -9731.79 835.221 -2098.14 -398.139
|
||||
0.97 9046.68 -243.668 8162.72 -274.644 -22676.7 -673.312 -9046.68 243.668 -8162.72 274.644 -1811.45 -57.6927
|
||||
0.98 7597.17 512.362 6306.24 232.101 -17474.9 1289.9 -7597.17 -512.362 -6306.24 -232.101 -1443.84 247.18
|
||||
0.99 5782.81 1148.63 4213.42 664.046 -11631.3 2944.78 -5782.81 -1148.63 -4213.42 -664.046 -1008.98 501.11
|
||||
1 3648.92 1639.78 1948.64 1007.56 -5320.63 4225.89 -3648.92 -1639.78 -1948.64 -1007.56 -525.286 693.435
|
||||
1.01 1265.29 1975.07 -412.389 1257.14 1252.39 5105.13 -1265.29 -1975.07 412.389 -1257.14 -15.2264 820.08
|
||||
1.02 -1275.49 2159.63 -2786.64 1415.42 7862.94 5594.99 1275.49 -2159.63 2786.64 -1415.42 496.986 883.902
|
||||
1.03 -3863.31 2212.9 -5089.05 1492.4 14279.2 5745.17 3863.31 -2212.9 5089.05 -1492.4 987.977 893.525
|
||||
1.04 -6379.53 2165.06 -7237.92 1504.09 20277 5633.61 6379.53 -2165.06 7237.92 -1504.09 1436.79 861.558
|
||||
1.05 -8707.72 2052.49 -9159.91 1470.61 25654.3 5354.53 8707.72 -2052.49 9159.91 -1470.61 1825.43 802.939
|
||||
1.06 -10744.1 1913.18 -10794.3 1414.17 30243.5 5006.05 10744.1 -1913.18 10794.3 -1414.17 2139.42 733.504
|
||||
1.07 -12404.9 1782.65 -12096.3 1356.81 33920.3 4679.41 12404.9 -1782.65 12096.3 -1356.81 2368.66 668.546
|
||||
1.08 -13631.1 1690.76 -13038.9 1318.24 36608.2 4450.98 13631.1 -1690.76 13038.9 -1318.24 2508.56 621.292
|
||||
1.09 -14388.2 1659.69 -13612.4 1313.87 38277.2 4377.44 14388.2 -1659.69 13612.4 -1313.87 2560.09 601.636
|
||||
1.1 -14666.5 1702.99 -13822.8 1353.33 38939.7 4493.52 14666.5 -1702.99 13822.8 -1353.33 2528.83 615.46
|
||||
1.11 -14478.2 1825.21 -13688.9 1439.57 38643.4 4811.09 14478.2 -1825.21 13688.9 -1439.57 2423.3 664.549
|
||||
1.12 -13856.8 2021.78 -13240 1568.67 37466.3 5318.6 13856.8 -2021.78 13240 -1568.67 2253.82 746.75
|
||||
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1.52 -4347.51 -479.558 -3369.21 -239.25 9430.67 -1216.55 4347.51 479.558 3369.21 239.25 676.965 -222.127
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1.55 -8086.94 738.382 -7645.94 595.634 21327.3 1950.89 8086.94 -738.382 7645.94 -595.634 1610.52 264.252
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1.57 -9022.94 1760.49 -9255.97 1274.04 25857.9 4599.75 9022.94 -1760.49 9255.97 -1274.04 1909.97 681.703
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1.58 -9028.9 2253.82 -9620.85 1597.8 26921.7 5877 9028.9 -2253.82 9620.85 -1597.8 1940.85 884.473
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1.67 -3649.4 2305.5 -4393.54 1621.62 12996.8 6007.6 3649.4 -2305.5 4393.54 -1621.62 183.797 908.912
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1.77 -892.507 -966.131 -320.457 -648.485 524.799 -2507.44 892.507 966.131 320.457 648.485 436.572 -390.949
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1.81 3066.25 -866.606 2795.72 -676.62 -8451.04 -2280.78 -3066.25 866.606 -2795.72 676.62 63.8733 -319.036
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1.82 4264.44 -876.544 3859.44 -699.522 -11405 -2312.13 -4264.44 876.544 -3859.44 699.522 -173.344 -317.502
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1.84 6556.32 -1031.36 6083.73 -820.172 -17495 -2720.02 -6556.32 1031.36 -6083.73 820.172 -756.228 -374.065
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1.85 7533.57 -1179.82 7134.94 -920.258 -20338.1 -3105.63 -7533.57 1179.82 -7134.94 920.258 -1066.74 -433.842
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1.86 8325.44 -1367.31 8065.87 -1041.8 -22834.9 -3590.75 -8325.44 1367.31 -8065.87 1041.8 -1362.73 -511.177
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1.9 8901 -2185.94 9533.7 -1541.66 -26589.3 -5697.55 -8901 2185.94 -9533.7 1541.66 -2011.81 -860.271
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1.94 5244.99 -2193.73 6345.65 -1491.7 -17707 -5699.48 -5244.99 2193.73 -6345.65 1491.7 -1329.91 -881.716
|
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1.95 3921.81 -1972.8 4962.22 -1335.74 -13905.8 -5123.6 -3921.81 1972.8 -4962.22 1335.74 -980.884 -794.8
|
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1.96 2549.83 -1664.98 3455.74 -1124.58 -9772.45 -4323.18 -2549.83 1664.98 -3455.74 1124.58 -594.768 -671.746
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1.97 1189.63 -1283.11 1896.51 -866.443 -5495.19 -3331.46 -1189.63 1283.11 -1896.51 866.443 -194.329 -517.854
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1.98 -102.403 -845.604 356.09 -572.937 -1265.22 -2196.05 102.403 845.604 -356.09 572.937 196.949 -340.757
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1.99 -1277.29 -374.907 -1097.33 -258.194 2735.44 -974.934 1277.29 374.907 1097.33 258.194 556.538 -149.788
|
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2 -2296.02 104.382 -2403.34 62.2265 6345.54 268.346 2296.02 -104.382 2403.34 -62.2265 864.482 44.8003
|
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2.01 -3131.51 567.459 -3513.16 372.531 9434.65 1469.72 3131.51 -567.459 3513.16 -372.531 1104.82 232.654
|
||||
2.02 -3769.74 991.203 -4392.61 657.888 11911.1 2569.49 3769.74 -991.203 4392.61 -657.888 1266.74 404.117
|
||||
2.03 -4210.13 1355.84 -5024.1 905.534 13727 3516.59 4210.13 -1355.84 5024.1 -905.534 1345.33 550.934
|
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2.04 -4464.91 1646.3 -5407.28 1105.68 14879.9 4272.06 4464.91 -1646.3 5407.28 -1105.68 1341.9 666.835
|
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2.05 -4557.52 1853.15 -5558.4 1252.17 15411.4 4811.51 4557.52 -1853.15 5558.4 -1252.17 1263.81 747.937
|
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2.06 -4520.17 1973.14 -5508.36 1342.78 15401.4 5126.45 4520.17 -1973.14 5508.36 -1342.78 1123.72 792.969
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2.07 -4390.69 2009.24 -5299.58 1379.26 14960.2 5224.43 4390.69 -2009.24 5299.58 -1379.26 938.556 803.283
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2.08 -4208.99 1970.18 -4982.04 1366.96 14218.1 5127.9 4208.99 -1970.18 4982.04 -1366.96 728.001 782.649
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2.09 -4013.54 1869.54 -4608.81 1314.19 13313.6 4871.77 4013.54 -1869.54 4608.81 -1314.19 512.866 736.862
|
||||
2.1 -3838.15 1724.38 -4231.53 1231.39 12381.2 4499.98 3838.15 -1724.38 4231.53 -1231.39 313.384 673.16
|
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2.11 -3709.34 1553.56 -3896.05 1130.1 11540.6 4061.14 3709.34 -1553.56 3896.05 -1130.1 147.571 599.521
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2.12 -3644.44 1375.93 -3638.77 1021.87 10886.5 3603.88 3644.44 -1375.93 3638.77 -1021.87 29.8061 523.909
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2.13 -3650.52 1208.6 -3483.79 917.223 10481.7 3172.26 3650.52 -1208.6 3483.79 -917.223 -30.2883 453.529
|
||||
2.14 -3724.14 1065.36 -3441.13 824.774 10352 2801.89 3724.14 -1065.36 3441.13 -824.774 -28.5753 394.194
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||||
2.15 -3851.79 955.608 -3506.05 750.493 10484.8 2516.98 3851.79 -955.608 3506.05 -750.493 33.3053 349.842
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||||
2.16 -4011.18 883.634 -3659.69 697.28 10831 2328.64 4011.18 -883.634 3659.69 -697.28 148.104 322.261
|
||||
2.17 -4173.06 848.526 -3870.78 664.821 11308.8 2234.56 4173.06 -848.526 3870.78 -664.821 303.577 311.02
|
||||
2.18 -4303.72 844.488 -4098.49 649.754 11812 2219.85 4303.72 -844.488 4098.49 -649.754 483.51 313.613
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2.19 -4367.89 861.599 -4296.06 646.116 12219.1 2259.02 4367.89 -861.599 4296.06 -646.116 669.075 325.771
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||||
2.2 -4331.87 886.901 -4415.06 646.032 12404.8 2318.78 4331.87 -886.901 4415.06 -646.032 840.424 341.929
|
||||
2.21 -4166.65 905.733 -4409.81 640.579 12251.1 2361.41 4166.65 -905.733 4409.81 -640.579 978.369 355.791
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||||
2.22 -3850.6 903.198 -4241.65 620.734 11658.9 2348.63 3850.6 -903.198 4241.65 -620.734 1066.02 360.962
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2.23 -3371.73 865.672 -3882.58 578.332 10557.5 2245.43 3371.73 -865.672 3882.58 -578.332 1090.21 351.586
|
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2.24 -2729 782.221 -3318.16 506.945 8911.85 2023.71 2729 -782.221 3318.16 -506.945 1042.65 322.948
|
||||
2.25 -1932.85 645.794 -2549.18 402.588 6726.93 1665.41 1932.85 -645.794 2549.18 -402.588 920.608 271.977
|
||||
2.26 -1004.75 454.084 -1592.15 264.206 4049.22 1164.65 1004.75 -454.084 1592.15 -264.206 727.23 197.602
|
||||
2.27 23.9537 209.939 -478.61 93.9004 964.511 528.89 -23.9537 -209.939 478.61 -93.9004 471.318 100.928
|
||||
2.28 1113.93 -78.716 746.798 -103.145 -2407.1 -221.346 -1113.93 78.716 -746.798 103.145 166.709 -14.8023
|
||||
2.29 2220.28 -399.449 2029.24 -319.001 -5918.96 -1053.91 -2220.28 399.449 -2029.24 319.001 -168.743 -144.439
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2.3 3295.23 -736.313 3307.37 -543.591 -9407.61 -1927.59 -3295.23 736.313 -3307.37 543.591 -514.505 -281.345
|
||||
2.31 4291.17 -1071.16 4517.62 -765.464 -12704 -2795.54 -4291.17 1071.16 -4517.62 765.464 -848.895 -417.94
|
||||
2.32 5163.64 -1385.12 5598.57 -972.711 -15645 -3609.03 -5163.64 1385.12 -5598.57 972.711 -1150.72 -546.328
|
||||
2.33 5874.13 -1660.14 6495.33 -1153.9 -18085.1 -4321.47 -5874.13 1660.14 -6495.33 1153.9 -1400.88 -658.936
|
||||
2.34 6392.66 -1880.37 7163.41 -1299.01 -19906.4 -4892 -6392.66 1880.37 -7163.41 1299.01 -1583.78 -749.119
|
||||
2.35 6699.62 -2033.45 7571.8 -1400.2 -21026.9 -5288.68 -6699.62 2033.45 -7571.8 1400.2 -1688.55 -811.676
|
||||
2.36 6786.99 -2111.38 7705.12 -1452.39 -21405.6 -5490.87 -6786.99 2111.38 -7705.12 1452.39 -1709.76 -843.254
|
||||
2.37 6658.68 -2111.12 7564.48 -1453.71 -21045.6 -5490.76 -6658.68 2111.12 -7564.48 1453.71 -1647.85 -842.586
|
||||
2.38 6329.96 -2034.79 7167.12 -1405.52 -19992.4 -5293.81 -6329.96 2034.79 -7167.12 1405.52 -1508.97 -810.574
|
||||
2.39 5826.16 -1889.46 6544.96 -1312.31 -18330.4 -4918.2 -5826.16 1889.46 -6544.96 1312.31 -1304.47 -750.189
|
||||
2.4 5180.68 -1686.48 5741.89 -1181.21 -16175.8 -4393.23 -5180.68 1686.48 -5741.89 1181.21 -1049.91 -666.207
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3 529.957 -376.755 893 -235.039 -2349.8 -971.608 -529.957 376.755 -893 235.039 -329.199 -158.656
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3.01 390.569 -206.658 682.073 -117.38 -1706.64 -529.034 -390.569 206.658 -682.073 117.38 -339.584 -90.9414
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3.03 -50.6556 200.38 22.8054 158.262 195.092 528.044 50.6556 -200.38 -22.8054 -158.262 -263.508 73.0957
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3.06 -1166.63 827.898 -1477.71 576.796 4359.69 2155.55 1166.63 -827.898 1477.71 -576.796 73.4301 328.142
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3.07 -1630.67 997.613 -2046.19 689.804 5915.74 2595.65 1630.67 -997.613 2046.19 -689.804 222.838 397.188
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3.5 902.44 226.752 662.098 139.937 -1779.27 584.212 -902.44 -226.752 -662.098 -139.937 -207.023 96.0448
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3.51 561.7 348.316 273.436 224.197 -687.327 900.577 -561.7 -348.316 -273.436 -224.197 -132.981 144.372
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3.65 -2603.96 482.917 -2572.14 361.075 7274.71 1265.75 2603.96 -482.917 2572.14 -361.075 441.721 182.999
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|
||||
3.74 467.675 291.459 240.826 189.259 -592.818 754.169 -467.675 -291.459 -240.826 -189.259 -129.661 120.208
|
||||
3.75 645.969 177.177 470.577 110.71 -1254.41 456.984 -645.969 -177.177 -470.577 -110.71 -157.319 74.547
|
||||
3.76 773.92 48.8507 665.05 23.5239 -1820.78 123.624 -773.92 -48.8507 -665.05 -23.5239 -174.368 22.9281
|
||||
3.77 857.964 -87.7717 825.834 -68.6118 -2295.63 -231.053 -857.964 87.7717 -825.834 68.6118 -181.876 -32.2618
|
||||
3.78 907.272 -226.129 956.39 -161.51 -2687.7 -590.097 -907.272 226.129 -956.39 161.51 -181.469 -88.2907
|
||||
3.79 932.818 -359.351 1061.61 -250.8 -3009.62 -935.761 -932.818 359.351 -1061.61 250.8 -175.198 -142.294
|
||||
3.8 946.325 -480.789 1147.27 -332.254 -3276.42 -1250.87 -946.325 480.789 -1147.27 332.254 -165.379 -191.497
|
||||
3.81 959.189 -584.519 1219.49 -402.109 -3504.05 -1520.13 -959.189 584.519 -1219.49 402.109 -154.424 -233.431
|
||||
3.82 981.463 -665.797 1284.15 -457.34 -3707.79 -1731.27 -981.463 665.797 -1284.15 457.34 -144.658 -266.118
|
||||
3.83 1020.97 -721.391 1346.32 -495.877 -3900.8 -1875.96 -1020.97 721.391 -1346.32 495.877 -138.147 -288.217
|
||||
3.84 1082.61 -749.803 1409.81 -516.735 -4092.87 -1950.3 -1082.61 749.803 -1409.81 516.735 -136.544 -299.113
|
||||
3.85 1167.95 -751.332 1476.79 -520.059 -4289.41 -1955.05 -1167.95 751.332 -1476.79 520.059 -140.954 -298.948
|
||||
3.86 1275.04 -727.991 1547.57 -507.072 -4490.88 -1895.39 -1275.04 727.991 -1547.57 507.072 -151.846 -288.579
|
||||
3.87 1398.59 -683.286 1620.51 -479.936 -4692.51 -1780.37 -1398.59 683.286 -1620.51 479.936 -169.003 -269.491
|
||||
3.88 1530.34 -621.875 1692.04 -441.544 -4884.59 -1621.98 -1530.34 621.875 -1692.04 441.544 -191.521 -243.651
|
||||
3.89 1659.76 -549.144 1756.97 -395.255 -5053.04 -1434.1 -1659.76 549.144 -1756.97 395.255 -217.859 -213.327
|
||||
3.9 1774.85 -470.73 1808.79 -344.597 -5180.44 -1231.3 -1774.85 470.73 -1808.79 344.597 -245.934 -180.89
|
||||
3.91 1863.13 -392.047 1840.2 -292.976 -5247.33 -1027.53 -1863.13 392.047 -1840.2 292.976 -273.262 -148.612
|
||||
3.92 1912.67 -317.845 1843.64 -243.392 -5233.78 -835.055 -1912.67 317.845 -1843.64 243.392 -297.132 -118.48
|
||||
3.93 1913.02 -251.841 1811.95 -198.219 -5121.05 -663.481 -1913.02 251.841 -1811.95 198.219 -314.803 -92.041
|
||||
3.94 1856.17 -196.457 1738.99 -159.035 -4893.27 -519.076 -1856.17 196.457 -1738.99 159.035 -323.713 -70.2931
|
||||
3.95 1737.21 -152.684 1620.2 -126.537 -4538.93 -404.425 -1737.21 152.684 -1620.2 126.537 -321.681 -53.6262
|
||||
3.96 1554.85 -120.078 1453.13 -100.539 -4052.29 -318.412 -1554.85 120.078 -1453.13 100.539 -307.095 -41.8218
|
||||
3.97 1311.63 -96.891 1237.78 -80.0503 -3434.26 -256.564 -1311.63 96.891 -1237.78 80.0503 -279.064 -34.1091
|
||||
3.98 1013.93 -80.3156 976.843 -63.4291 -2693.01 -211.678 -1013.93 80.3156 -976.843 63.4291 -237.522 -29.2687
|
||||
3.99 671.572 -66.8278 675.753 -48.5903 -1843.98 -174.706 -671.572 66.8278 -675.753 48.5903 -183.281 -25.7778
|
||||
4 297.336 -52.5864 342.506 -33.2531 -909.496 -135.78 -297.336 52.5864 -342.506 33.2531 -118.023 -21.9797
|
||||
400
examples/space_frame_3d_results/recorders/elem_4.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_4.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 -48.4648 3.31985 -133.516 20.3191 251.524 5.85707 48.4648 -3.31985 133.516 -20.3191 149.023 4.10249
|
||||
0.02 -288.535 25.9152 -718.763 122.955 1344.89 44.6865 288.535 -25.9152 718.763 -122.955 811.403 33.059
|
||||
0.03 -816.699 99.5613 -1879.29 361.79 3430.45 165.492 816.699 -99.5613 1879.29 -361.79 2207.42 133.192
|
||||
0.04 -1554.1 257.922 -3391.53 743.504 5931.44 406.811 1554.1 -257.922 3391.53 -743.504 4243.15 366.957
|
||||
0.05 -2400.77 523.124 -5058.4 1268.06 8387.17 773.98 2400.77 -523.124 5058.4 -1268.06 6788.03 795.391
|
||||
0.06 -3358.69 912.987 -6920.09 1943.31 10910.2 1270.28 3358.69 -912.987 6920.09 -1943.31 9850.09 1468.68
|
||||
0.07 -4450.58 1452.88 -9152.95 2772.23 13944.6 1940.18 4450.58 -1452.88 9152.95 -2772.23 13514.2 2418.46
|
||||
0.08 -5667.57 2159.08 -11833.2 3735.91 17734.3 2842.29 5667.57 -2159.08 11833.2 -3735.91 17765.4 3634.95
|
||||
0.09 -6960.09 2996.48 -14776 4773.12 21955 3953.8 6960.09 -2996.48 14776 -4773.12 22373.1 5035.65
|
||||
0.1 -8242.68 3859.98 -17664.1 5798.73 26004.4 5116.58 8242.68 -3859.98 17664.1 -5798.73 26987.9 6463.35
|
||||
0.11 -9459.65 4616.91 -20259.6 6731.37 29476.5 6113.09 9459.65 -4616.91 20259.6 -6731.37 31302.4 7737.63
|
||||
0.12 -10593.4 5180.41 -22481.9 7508.11 32333.7 6812.58 10593.4 -5180.41 22481.9 -7508.11 35111.9 8728.64
|
||||
0.13 -11594 5542.83 -24316.7 8083.85 34700.2 7236.5 11594 -5542.83 24316.7 -8083.85 38249.8 9391.98
|
||||
0.14 -12359 5737.82 -25659 8415.31 36494.6 7474.78 12359 -5737.82 25659 -8415.31 40482.3 9738.67
|
||||
0.15 -12764.9 5775.9 -26290.6 8459.06 37360.3 7550.31 12764.9 -5775.9 26290.6 -8459.06 41511.4 9777.38
|
||||
0.16 -12713.4 5624.01 -25999.4 8185.26 36909.8 7383.49 12713.4 -5624.01 25999.4 -8185.26 41088.3 9488.54
|
||||
0.17 -12180 5245.5 -24712.9 7593.35 35008.1 6887.7 12180 -5245.5 24712.9 -7593.35 39130.7 8848.8
|
||||
0.18 -11212.2 4647.9 -22534.4 6717.84 31850.7 6075.82 11212.2 -4647.9 22534.4 -6717.84 35752.5 7867.89
|
||||
0.19 -9885.59 3883 -19653.9 5615.55 27774.6 5054.62 9885.59 -3883 19653.9 -5615.55 31187 6594.37
|
||||
0.2 -8277.07 3004.83 -16241.3 4349.54 23036 3923.07 8277.07 -3004.83 16241.3 -4349.54 25687.9 5091.43
|
||||
0.21 -6455.37 2040.91 -12410.6 2982.12 17747.3 2702.19 6455.37 -2040.91 12410.6 -2982.12 19484.6 3420.53
|
||||
0.22 -4479.4 1011.69 -8261.11 1577.84 11981.5 1378.83 4479.4 -1011.69 8261.11 -1577.84 12801.9 1656.24
|
||||
0.23 -2407.94 -28.2402 -3939.17 208.435 5916.48 4.91518 2407.94 28.2402 3939.17 -208.435 5901.04 -89.6358
|
||||
0.24 -306.087 -982.604 350.613 -1052.23 -137.829 -1272.82 306.087 982.604 -350.613 1052.23 -914.011 -1674.99
|
||||
0.25 1753.11 -1756.59 4389.92 -2141.4 -5836.94 -2295.51 -1753.11 1756.59 -4389.92 2141.4 -7332.84 -2974.24
|
||||
0.26 3685.7 -2309.64 8003.8 -3019.14 -10924.3 -3000.89 -3685.7 2309.64 -8003.8 3019.14 -13087.1 -3928.04
|
||||
0.27 5403.52 -2665.89 11085.4 -3670.7 -15278.1 -3444.9 -5403.52 2665.89 -11085.4 3670.7 -17978 -4552.75
|
||||
0.28 6829.53 -2875.79 13576.1 -4099.67 -18855.7 -3722.16 -6829.53 2875.79 -13576.1 4099.67 -21872.7 -4905.22
|
||||
0.29 7909.64 -2971.92 15435.1 -4320.88 -21613.4 -3876.78 -7909.64 2971.92 -15435.1 4320.88 -24692 -5038.98
|
||||
0.3 8619.84 -2960.53 16632.5 -4359.23 -23485.2 -3892.77 -8619.84 2960.53 -16632.5 4359.23 -26412.2 -4988.82
|
||||
0.31 8969.09 -2847.3 17175.3 -4252.5 -24440.4 -3756.24 -8969.09 2847.3 -17175.3 4252.5 -27085.6 -4785.66
|
||||
0.32 8997.33 -2660.81 17138.4 -4051.71 -24559.8 -3507.81 -8997.33 2660.81 -17138.4 4051.71 -26855.4 -4474.61
|
||||
0.33 8769.62 -2447.61 16662.2 -3814.29 -24046.3 -3228.36 -8769.62 2447.61 -16662.2 3814.29 -25940.4 -4114.48
|
||||
0.34 8362.96 -2249.1 15912 -3593.34 -23149.8 -2983.82 -8362.96 2249.1 -15912 3593.34 -24586.2 -3763.47
|
||||
0.35 7846.62 -2088.77 15026 -3429.37 -22066.4 -2795.96 -7846.62 2088.77 -15026 3429.37 -23011.7 -3470.36
|
||||
0.36 7268.92 -1981.66 14092.2 -3348.37 -20894.7 -2666.41 -7268.92 1981.66 -14092.2 3348.37 -21381.7 -3278.58
|
||||
0.37 6659.98 -1949.02 13165.9 -3363.99 -19680.2 -2616.24 -6659.98 1949.02 -13165.9 3363.99 -19817.4 -3230.82
|
||||
0.38 6046.69 -2016.14 12303.3 -3478.75 -18488.1 -2688.77 -6046.69 2016.14 -12303.3 3478.75 -18421.9 -3359.65
|
||||
0.39 5466.1 -2192.29 11572.4 -3682.11 -17427.7 -2910.41 -5466.1 2192.29 -11572.4 3682.11 -17289.6 -3666.44
|
||||
0.4 4963.93 -2453.33 11030.3 -3947.94 -16603.5 -3252.7 -4963.93 2453.33 -11030.3 3947.94 -16487.3 -4107.3
|
||||
0.41 4578.79 -2745.59 10689.9 -4235.73 -16044 -3636.12 -4578.79 2745.59 -10689.9 4235.73 -16025.8 -4600.66
|
||||
0.42 4325.97 -3008.02 10509.4 -4496.54 -15680.1 -3971.13 -4325.97 3008.02 -10509.4 4496.54 -15848 -5052.92
|
||||
0.43 4192.62 -3193.57 10410.8 -4680.96 -15389.7 -4196.51 -4192.62 3193.57 -10410.8 4680.96 -15842.6 -5384.19
|
||||
0.44 4143.75 -3275 10309.3 -4744.99 -15058.8 -4285.45 -4143.75 3275 -10309.3 4744.99 -15869.1 -5539.54
|
||||
0.45 4131.04 -3237.24 10125.3 -4652.45 -14600.8 -4225.81 -4131.04 3237.24 -10125.3 4652.45 -15775.2 -5485.9
|
||||
0.46 4098.28 -3069.03 9776.96 -4376.17 -13928.1 -4002.68 -4098.28 3069.03 -9776.96 4376.17 -15402.8 -5204.4
|
||||
0.47 3985.71 -2762.2 9173.52 -3900.3 -12924.2 -3599.93 -3985.71 2762.2 -9173.52 3900.3 -14596.3 -4686.67
|
||||
0.48 3738.36 -2316.15 8228.18 -3224.03 -11461 -3013.12 -3738.36 2316.15 -8228.18 3224.03 -13223.5 -3935.32
|
||||
0.49 3317.61 -1740.55 6885.34 -2364.17 -9451.7 -2256.46 -3317.61 1740.55 -6885.34 2364.17 -11204.3 -2965.18
|
||||
0.5 2708.36 -1053.86 5139.94 -1354.4 -6892.36 -1358 -2708.36 1053.86 -5139.94 1354.4 -8527.47 -1803.58
|
||||
0.51 1915.91 -281.077 3032.46 -241.212 -3852.87 -351.854 -1915.91 281.077 -3032.46 241.212 -5244.5 -491.377
|
||||
0.52 955.424 545.691 626.522 921.349 -431.7 722.462 -955.424 -545.691 -626.522 -921.349 -1447.87 914.611
|
||||
0.53 -156.763 1384.92 -2009.07 2075.79 3279.5 1814.43 156.763 -1384.92 2009.07 -2075.79 2747.7 2340.32
|
||||
0.54 -1402.64 2186.2 -4800.01 3164.16 7191.67 2859.91 1402.64 -2186.2 4800.01 -3164.16 7208.35 3698.69
|
||||
0.55 -2754.42 2896.41 -7654.11 4131.3 11188.4 3788.4 2754.42 -2896.41 7654.11 -4131.3 11773.9 4900.82
|
||||
0.56 -4166.95 3469.55 -10454.8 4929.18 15109.1 4537.72 4166.95 -3469.55 10454.8 -4929.18 16255.2 5870.94
|
||||
0.57 -5577.07 3875.46 -13070.4 5521.86 18765.5 5067.58 5577.07 -3875.46 13070.4 -5521.86 20445.8 6558.81
|
||||
0.58 -6910.49 4103.37 -15374 5888.92 21979.2 5364.94 6910.49 -4103.37 15374 -5888.92 24142.8 6945.16
|
||||
0.59 -8091.57 4159.74 -17259 6026.39 24608.4 5440.17 8091.57 -4159.74 17259 -6026.39 27168.7 7039.06
|
||||
0.6 -9051.98 4062.65 -18644.9 5945.42 26550.6 5318.01 9051.98 -4062.65 18644.9 -5945.42 29384 6869.93
|
||||
0.61 -9737.17 3835.87 -19475.7 5670.08 27732.8 5029.09 9737.17 -3835.87 19475.7 -5670.08 30694.3 6478.51
|
||||
0.62 -10111.1 3505.28 -19722 5235.31 28109.9 4605.46 10111.1 -3505.28 19722 -5235.31 31056.1 5910.38
|
||||
0.63 -10159.1 3098.08 -19385.5 4684.51 27676.1 4080.79 10159.1 -3098.08 19385.5 -4684.51 30480.3 5213.44
|
||||
0.64 -9887.49 2643.63 -18502.8 4066.15 26476.3 3492.64 9887.49 -2643.63 18502.8 -4066.15 29032.1 4438.24
|
||||
0.65 -9319.09 2173.83 -17141.3 3429.15 24603 2882.98 9319.09 -2173.83 17141.3 -3429.15 26820.9 3638.51
|
||||
0.66 -8487.66 1721.55 -15387.2 2817.88 22176.4 2295.2 8487.66 -1721.55 15387.2 -2817.88 23985.1 2869.44
|
||||
0.67 -7433.18 1317.35 -13333.5 2268.25 19324 1768.91 7433.18 -1317.35 13333.5 -2268.25 20676.5 2183.14
|
||||
0.68 -6200.8 985.798 -11073.7 1805.38 16170.2 1335.07 6200.8 -985.798 11073.7 -1805.38 17050.9 1622.32
|
||||
0.69 -4842.26 742.277 -8701.23 1442.61 12838.9 1013.01 4842.26 -742.277 8701.23 -1442.61 13264.8 1213.82
|
||||
0.7 -3417.05 590.695 -6310.38 1181.21 9458.4 808.357 3417.05 -590.695 6310.38 -1181.21 9472.73 963.729
|
||||
0.71 -1990.82 522.128 -3992.83 1010.54 6157.64 710.931 1990.82 -522.128 3992.83 -1010.54 5820.84 855.453
|
||||
0.72 -630.12 515.284 -1829.75 909.137 3052.87 694.063 630.12 -515.284 1829.75 -909.137 2436.39 851.788
|
||||
0.73 605.142 539.837 117.091 847.285 232.822 718.021 -605.142 -539.837 -117.091 -847.285 -584.094 901.489
|
||||
0.74 1669.04 562.43 1810.76 790.675 -2249.42 738.378 -1669.04 -562.43 -1810.76 -790.675 -3182.88 948.911
|
||||
0.75 2534.39 553.172 3239.43 704.606 -4375.3 715.906 -2534.39 -553.172 -3239.43 -704.606 -5342.97 943.611
|
||||
0.76 3193.77 489.782 4412.83 557.741 -6154.16 622.73 -3193.77 -489.782 -4412.83 -557.741 -7084.33 846.617
|
||||
0.77 3656.95 358.094 5357.5 325.105 -7616.29 442.244 -3656.95 -358.094 -5357.5 -325.105 -8456.2 632.038
|
||||
0.78 3946.29 150.287 6111.88 -9.55358 -8807.97 165.347 -3946.29 -150.287 -6111.88 9.55358 -9527.68 285.514
|
||||
0.79 4091.86 -136.57 6721.42 -451.877 -9786.64 -212.105 -4091.86 136.57 -6721.42 451.877 -10377.6 -197.605
|
||||
0.8 4127.51 -500.134 7233.07 -995.696 -10614.2 -688.075 -4127.51 500.134 -7233.07 995.696 -11085 -812.328
|
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|
||||
0.82 4008.82 -1412.45 8126.54 -2305.03 -12036.1 -1878.25 -4008.82 1412.45 -8126.54 2305.03 -12343.5 -2359.09
|
||||
0.83 3922.74 -1919.07 8567.97 -3005.32 -12709.7 -2536.83 -3922.74 1919.07 -8567.97 3005.32 -12994.2 -3220.38
|
||||
0.84 3861.36 -2420.24 9028.91 -3682.43 -13388.2 -3187 -3861.36 2420.24 -9028.91 3682.43 -13698.5 -4073.72
|
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0.85 3851.94 -2881.63 9514.45 -4293.56 -14078.8 -3785.03 -3851.94 2881.63 -9514.45 4293.56 -14464.6 -4859.85
|
||||
0.86 3914.59 -3268.38 10019.2 -4797.91 -14776 -4286.38 -3914.59 3268.38 -10019.2 4797.91 -15281.6 -5518.75
|
||||
0.87 4058.37 -3548.98 10525.5 -5159.89 -15458.4 -4650.03 -4058.37 3548.98 -10525.5 5159.89 -16118 -5996.91
|
||||
0.88 4278.12 -3699.64 11002.1 -5352.22 -16085.8 -4844.44 -4278.12 3699.64 -11002.1 5352.22 -16920.5 -6254.47
|
||||
0.89 4553.53 -3707.75 11406.2 -5358.47 -16600.8 -4852.93 -4553.53 3707.75 -11406.2 5358.47 -17617.9 -6270.3
|
||||
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|
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0.91 5131.78 -3306.13 11797.6 -4808.81 -17025.3 -4327.05 -5131.78 3306.13 -11797.6 4808.81 -18367.7 -5591.33
|
||||
0.92 5351.42 -2925.18 11690.5 -4281.52 -16809 -3831.28 -5351.42 2925.18 -11690.5 4281.52 -18262.5 -4944.26
|
||||
0.93 5471.02 -2453.35 11332 -3622.76 -16241.9 -3217.99 -5471.02 2453.35 -11332 3622.76 -17754 -4142.06
|
||||
0.94 5457.08 -1916.97 10699.6 -2870.23 -15294.4 -2520.61 -5457.08 1916.97 -10699.6 2870.23 -16804.5 -3230.3
|
||||
0.95 5283.7 -1344.82 9784.1 -2066.31 -13953.6 -1775.98 -5283.7 1344.82 -9784.1 2066.31 -15398.7 -2258.47
|
||||
0.96 4933.33 -767.188 8589.95 -1254.74 -12225.4 -1023.41 -4933.33 767.188 -8589.95 1254.74 -13544.5 -1278.15
|
||||
0.97 4397.3 -214.309 7135.48 -477.139 -10135 -302.31 -4397.3 214.309 -7135.48 477.139 -11271.4 -340.617
|
||||
0.98 3676.43 285.911 5451.7 230.253 -7725.9 351.089 -3676.43 -285.911 -5451.7 -230.253 -8629.19 506.643
|
||||
0.99 2781.79 710.312 3580.66 839.212 -5056.78 906.913 -2781.79 -710.312 -3580.66 -839.212 -5685.21 1224.02
|
||||
1 1735.45 1042.73 1573.79 1331.29 -2198.95 1344.29 -1735.45 -1042.73 -1573.79 -1331.29 -2522.42 1783.9
|
||||
1.01 570.95 1275.8 -509.64 1698.67 765.723 1653.46 -570.95 -1275.8 509.64 -1698.67 763.197 2173.95
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1.02 -667.385 1411.92 -2604.21 1944.12 3746.7 1837.11 667.385 -1411.92 2604.21 -1944.12 4065.94 2398.66
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1.03 -1926.83 1462.91 -4641.27 2080.21 6648.28 1910.25 1926.83 -1462.91 4641.27 -2080.21 7275.53 2478.48
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1.04 -3150.47 1448.08 -6553.19 2127.59 9375.55 1897.86 3150.47 -1448.08 6553.19 -2127.59 10284 2446.38
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1.05 -4282.47 1391.06 -8278.32 2112.58 11841.6 1830.68 4282.47 -1391.06 8278.32 -2112.58 12993.4 2342.51
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1.06 -5273.13 1316.25 -9765.2 2064.31 13973.7 1740.27 5273.13 -1316.25 9765.2 -2064.31 15321.9 2208.49
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1.07 -6082.49 1245.91 -10975.2 2011.63 15717 1655.18 6082.49 -1245.91 10975.2 -2011.63 17208.6 2082.54
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1.08 -6682.21 1198.31 -11883.2 1980.19 17035.2 1598.64 6682.21 -1198.31 11883.2 -1980.19 18614.4 1996.3
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1.09 -7055.89 1187.01 -12477.2 1990.07 17910 1587.81 7055.89 -1187.01 12477.2 -1990.07 19521.5 1973.22
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1.1 -7198.53 1220.43 -12757.2 2053.83 18339.7 1633.47 7198.53 -1220.43 12757.2 -2053.83 19931.9 2027.83
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1.11 -7115.85 1301.66 -12734.5 2175.37 18338.4 1739.68 7115.85 -1301.66 12734.5 -2175.37 19865 2165.3
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1.12 -6823.67 1428.01 -12429.9 2349.5 17934.3 1903.11 6823.67 -1428.01 12429.9 -2349.5 19355.5 2380.94
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1.13 -6347.21 1590.83 -11873.1 2562.5 17168 2112.66 6347.21 -1590.83 11873.1 -2562.5 18451.3 2659.83
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1.14 -5720.18 1775.55 -11100.6 2793.44 16090.3 2349.6 5720.18 -1775.55 11100.6 -2793.44 17211.3 2977.05
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1.15 -4983.14 1962.61 -10154.1 3016.23 14759.4 2588.72 4983.14 -1962.61 10154.1 -3016.23 15703 3299.1
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1.16 -4180.99 2129.05 -9078.73 3202.24 13237.8 2800.47 4180.99 -2129.05 9078.73 -3202.24 13998.4 3586.67
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1.17 -3359.52 2250.93 -7919.68 3322.92 11589 2954.01 3359.52 -2250.93 7919.68 -3322.92 12170 3798.78
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1.18 -2561.59 2306.17 -6719.97 3352.64 9873.8 3020.85 2561.59 -2306.17 6719.97 -3352.64 10286.1 3897.66
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1.19 -1823.29 2277.28 -5517.3 3271.08 8145.61 2978.39 1823.29 -2277.28 5517.3 -3271.08 8406.28 3853.43
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1.2 -1171.12 2153.54 -4341.99 3065.39 6447.94 2812.87 1171.12 -2153.54 4341.99 -3065.39 6578.02 3647.76
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1.21 -620.623 1932.21 -3215.9 2731.56 4812.48 2520.83 620.623 -1932.21 3215.9 -2731.56 4835.22 3275.79
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1.22 -176.434 1618.43 -2152.54 2275.07 3259.3 2109.18 176.434 -1618.43 2152.54 -2275.07 3198.32 2746.12
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1.23 166.426 1224.43 -1158.02 1710.71 1798.2 1593.91 -166.426 -1224.43 1158.02 -1710.71 1675.85 2079.38
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1.24 420.702 767.949 -232.376 1061.55 430.557 998.093 -420.702 -767.949 232.376 -1061.55 266.571 1305.75
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1.25 604.998 270.757 629.156 357.227 -848.928 349.871 -604.998 -270.757 -629.156 -357.227 -1038.54 462.4
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1.26 742.065 -242.828 1435.09 -368.301 -2050.82 -319.406 -742.065 242.828 -1435.09 368.301 -2254.45 -409.077
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1.27 857.218 -747.275 2196.68 -1079.31 -3189.6 -976.81 -857.218 747.275 -2196.68 1079.31 -3400.46 -1265.02
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1.28 976.633 -1217.27 2926.77 -1741.04 -4281.95 -1589.62 -976.633 1217.27 -2926.77 1741.04 -4498.35 -2062.2
|
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1.29 1125.29 -1629.37 3638.25 -2322.36 -5344.64 -2127.45 -1125.29 1629.37 -3638.25 2322.36 -5570.1 -2760.67
|
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1.3 1324.56 -1963.84 4342.3 -2798.08 -6391.94 -2564.69 -1324.56 1963.84 -4342.3 2798.08 -6634.98 -3326.82
|
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1.31 1589.74 -2206.41 5046.48 -3150.67 -7433 -2882.81 -1589.74 2206.41 -5046.48 3150.67 -7706.44 -3736.42
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1.32 1927.88 -2349.75 5752.98 -3371.4 -8469.61 -3072.24 -1927.88 2349.75 -5752.98 3371.4 -8789.34 -3977
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1.33 2336.48 -2394.12 6457.49 -3460.67 -9494.6 -3133.24 -2336.48 2394.12 -6457.49 3460.67 -9877.87 -4049.12
|
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1.34 2803.24 -2347.24 7148.72 -3427.55 -10491.4 -3075.71 -2803.24 2347.24 -7148.72 3427.55 -10954.8 -3966
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1.35 3307.11 -2223.2 7808.8 -3288.72 -11434.3 -2917.83 -3307.11 2223.2 -7808.8 3288.72 -11992.2 -3751.78
|
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1.36 3820.27 -2040.71 8414.42 -3066.71 -12290.3 -2683.74 -3820.27 2040.71 -8414.42 3066.71 -12952.9 -3438.39
|
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1.37 4310.74 -1820.86 8938.53 -2787.76 -13021.7 -2400.73 -4310.74 1820.86 -8938.53 2787.76 -13793.9 -3061.86
|
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1.38 4745.15 -1584.97 9352.27 -2479.37 -13588.1 -2096.31 -4745.15 1584.97 -9352.27 2479.37 -14468.7 -2658.6
|
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1.39 5091.19 -1352.67 9626.9 -2167.87 -13950 -1795.78 -5091.19 1352.67 -9626.9 2167.87 -14930.7 -2262.23
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1.4 5319.73 -1140.53 9735.49 -1876.16 -14070.7 -1520.45 -5319.73 1140.53 -9735.49 1876.16 -15135.8 -1901.15
|
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1.41 5406.47 -961.115 9654.52 -1621.9 -13918.4 -1286.48 -5406.47 961.115 -9654.52 1621.9 -15045.1 -1596.86
|
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1.42 5333.41 -822.356 9365.53 -1416.15 -13469 -1104.15 -5333.41 822.356 -9365.53 1416.15 -14627.6 -1362.91
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1.43 5090.31 -727.165 8856.74 -1262.74 -12707.5 -977.321 -5090.31 727.165 -8856.74 1262.74 -13862.7 -1204.17
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1.44 4675.79 -673.233 8124.68 -1158.24 -11630.9 -903.139 -4675.79 673.233 -8124.68 1158.24 -12743.2 -1116.56
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1.45 4098.22 -653.177 7175.57 -1092.66 -10249.6 -872.211 -4098.22 653.177 -7175.57 1092.66 -11277.1 -1087.32
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1.46 3375.79 -655.167 6026.04 -1050.75 -8588.56 -869.375 -3375.79 655.167 -6026.04 1050.75 -9489.56 -1096.13
|
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1.47 2535.76 -664.106 4703.03 -1013.81 -6686.85 -875.235 -2535.76 664.106 -4703.03 1013.81 -7422.23 -1117.08
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1.48 1612.7 -663.284 3242.86 -961.684 -4596.29 -868.31 -1612.7 663.284 -3242.86 961.684 -5132.29 -1121.54
|
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1.49 646.025 -636.343 1689.49 -875.013 -2379 -827.565 -646.025 636.343 -1689.49 875.013 -2689.48 -1081.46
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1.5 -322.857 -569.239 92.1816 -737.274 -104.123 -734.953 322.857 569.239 -92.1816 737.274 -172.422 -972.764
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1.51 -1253.51 -451.942 -1497.18 -536.602 2155.83 -577.608 1253.51 451.942 1497.18 536.602 2335.72 -778.217
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1.52 -2109.02 -279.596 -3026.82 -267.165 4328.8 -349.363 2109.02 279.596 3026.82 267.165 4751.65 -489.424
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1.53 -2858.06 -53.0218 -4447.68 70.0267 6346.83 -51.4031 2858.06 53.0218 4447.68 -70.0267 6996.2 -107.662
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1.54 -3476.32 221.44 -5715.81 466.943 8149.24 307.958 3476.32 -221.44 5715.81 -466.943 8998.19 356.361
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1.55 -3947.42 532.597 -6794.42 909.002 9685.47 714.17 3947.42 -532.597 6794.42 -909.002 10697.8 883.623
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1.56 -4263.38 865.409 -7655.63 1376.14 10917.4 1147.76 4263.38 -865.409 7655.63 -1376.14 12049.5 1448.47
|
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1.57 -4424.81 1202.14 -8281.88 1844.37 11821 1585.83 4424.81 -1202.14 8281.88 -1844.37 13024.7 2020.6
|
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1.58 -4440.66 1523.64 -8666.83 2287.7 12387.8 2003.66 4440.66 -1523.64 8666.83 -2287.7 13612.7 2567.25
|
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1.59 -4327.55 1810.62 -8815.67 2680.27 12625.1 2376.38 4327.55 -1810.62 8815.67 -2680.27 13821.9 3055.47
|
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1.6 -4108.44 2045.13 -8744.56 2998.39 12555.1 2680.8 4108.44 -2045.13 8744.56 -2998.39 13678.6 3454.58
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1.61 -3810.79 2211.96 -8479.26 3222.57 12212.8 2897.25 3810.79 -2211.96 8479.26 -3222.57 13225 3738.63
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1.62 -3464.18 2300.02 -8052.94 3339 11643.4 3011.4 3464.18 -2300.02 8052.94 -3339 12515.4 3888.67
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1.63 -3097.77 2303.41 -7503.46 3340.73 10898.3 3015.59 3097.77 -2303.41 7503.46 -3340.73 11612.1 3894.63
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1.64 -2737.89 2222.04 -6870.42 3228.14 10031.1 2909.74 2737.89 -2222.04 6870.42 -3228.14 10580.1 3756.39
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1.65 -2406.06 2061.74 -6192.24 3008.88 9093.7 2701.37 2406.06 -2061.74 6192.24 -3008.88 9483.02 3483.86
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1.66 -2117.63 1833.64 -5503.54 2697.15 8132.81 2404.88 2117.63 -1833.64 5503.54 -2697.15 8377.81 3096.04
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1.67 -1881.07 1553.09 -4832.99 2312.56 7187.12 2040.16 1881.07 -1553.09 4832.99 -2312.56 7311.85 2619.13
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1.68 -1697.94 1238.22 -4201.71 1878.44 6285.13 1630.64 1697.94 -1238.22 4201.71 -1878.44 6320.01 2084.01
|
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1.69 -1563.34 908.221 -3622.29 1419.94 5443.92 1201.17 1563.34 -908.221 3622.29 -1419.94 5422.95 1523.49
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1.7 -1466.69 581.851 -3098.36 962.087 4668.66 775.995 1466.69 -581.851 3098.36 -962.087 4626.41 969.558
|
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1.71 -1392.8 275.991 -2624.88 527.782 3953.04 376.93 1392.8 -275.991 2624.88 -527.782 3921.59 451.043
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1.72 -1323.29 4.55055 -2189.03 136.145 3280.54 21.9665 1323.29 -4.55055 2189.03 -136.145 3286.54 -8.31481
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1.73 -1238.1 -222.36 -1771.76 -198.814 2626.55 -275.791 1238.1 222.36 1771.76 198.814 2688.73 -391.288
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1.74 -1117.31 -398.973 -1349.97 -469.03 1961.27 -508.817 1117.31 398.973 1349.97 469.03 2088.63 -688.102
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1.75 -943.136 -524.122 -899.105 -672.674 1253.3 -675.503 943.136 524.122 899.105 672.674 1444.02 -896.864
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1.76 -701.737 -601.17 -396.077 -813.891 473.386 -780.08 701.737 601.17 396.077 813.891 714.845 -1023.43
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1.77 -384.867 -637.57 177.951 -902.014 -401.745 -832.063 384.867 637.57 -177.951 902.014 -132.107 -1080.65
|
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1.78 9.03848 -644.031 835.084 -950.339 -1386.19 -845.189 -9.03848 644.031 -835.084 950.339 -1119.06 -1086.91
|
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1.79 474.407 -633.347 1578.86 -974.584 -2482.49 -835.892 -474.407 633.347 -1578.86 974.584 -2254.09 -1064.15
|
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1.8 998.761 -618.966 2403.18 -991.17 -3680.24 -821.471 -998.761 618.966 -2403.18 991.17 -3529.29 -1035.43
|
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1.81 1563.56 -613.501 3292.08 -1015.49 -4955.98 -818.149 -1563.56 613.501 -3292.08 1015.49 -4920.26 -1022.35
|
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1.82 2145.48 -627.354 4220.31 -1060.34 -6273.96 -839.302 -2145.48 627.354 -4220.31 1060.34 -6386.98 -1042.76
|
||||
1.83 2718.06 -667.635 5154.64 -1134.57 -7588.03 -894.049 -2718.06 667.635 -5154.64 1134.57 -7875.9 -1108.86
|
||||
1.84 3253.36 -737.482 6055.79 -1242.22 -8844.29 -986.389 -3253.36 737.482 -6055.79 1242.22 -9323.08 -1226.06
|
||||
1.85 3723.79 -835.836 6880.87 -1382.08 -9984.41 -1114.91 -3723.79 835.836 -6880.87 1382.08 -10658.2 -1392.6
|
||||
1.86 4103.83 -957.634 7586.23 -1547.72 -10949.4 -1273.05 -4103.83 957.634 -7586.23 1547.72 -11809.3 -1599.85
|
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1.87 4371.66 -1094.34 8130.48 -1728.13 -11683.9 -1449.79 -4371.66 1094.34 -8130.48 1728.13 -12707.6 -1833.23
|
||||
1.88 4510.72 -1234.76 8477.56 -1908.66 -12139.9 -1630.69 -4510.72 1234.76 -8477.56 1908.66 -13292.8 -2073.58
|
||||
1.89 4510.92 -1365.98 8599.55 -2072.43 -12280.7 -1799.14 -4510.92 1365.98 -8599.55 2072.43 -13518 -2298.81
|
||||
1.9 4369.51 -1474.52 8479.09 -2201.85 -12084.2 -1937.76 -4369.51 1474.52 -8479.09 2201.85 -13353.1 -2485.8
|
||||
1.91 4091.41 -1547.44 8110.99 -2280.31 -11544.7 -2029.91 -4091.41 1547.44 -8110.99 2280.31 -12788.3 -2612.41
|
||||
1.92 3688.97 -1573.55 7503.06 -2293.69 -10674.1 -2061.2 -3688.97 1573.55 -7503.06 2293.69 -11835.1 -2659.45
|
||||
1.93 3181.12 -1544.49 6675.9 -2231.8 -9501.55 -2020.87 -3181.12 1544.49 -6675.9 2231.8 -10526.1 -2612.6
|
||||
1.94 2591.99 -1455.6 5661.72 -2089.34 -8071.86 -1902.95 -2591.99 1455.6 -5661.72 2089.34 -8913.29 -2463.85
|
||||
1.95 1949.25 -1306.53 4502.38 -1866.53 -6442.59 -1707.03 -1949.25 1306.53 -4502.38 1866.53 -7064.55 -2212.56
|
||||
1.96 1282.14 -1101.4 3246.73 -1569.26 -4680.62 -1438.49 -1282.14 1101.4 -3246.73 1569.26 -5059.57 -1865.72
|
||||
1.97 619.705 -848.569 1947.52 -1208.7 -2857.93 -1108.18 -619.705 848.569 -1947.52 1208.7 -2984.63 -1437.52
|
||||
1.98 -11.0349 -559.93 658.114 -800.554 -1047.17 -731.524 11.0349 559.93 -658.114 800.554 -927.174 -948.265
|
||||
1.99 -586.543 -249.956 -570.785 -363.857 682.693 -327.268 586.543 249.956 570.785 363.857 1029.66 -422.6
|
||||
2 -1088.02 65.5106 -1694.22 80.4606 2270.51 84.0785 1088.02 -65.5106 1694.22 -80.4606 2812.15 112.453
|
||||
2.01 -1502.32 370.513 -2675.63 511.157 3666.49 481.865 1502.32 -370.513 2675.63 -511.157 4360.4 629.675
|
||||
2.02 -1822.52 650.185 -3488.92 908.277 4834.92 846.856 1822.52 -650.185 3488.92 -908.277 5631.85 1103.7
|
||||
2.03 -2048.08 891.803 -4119.76 1254.61 5755.85 1162.59 2048.08 -891.803 4119.76 -1254.61 6603.43 1512.82
|
||||
2.04 -2184.54 1085.64 -4565.99 1536.92 6425.68 1416.46 2184.54 -1085.64 4565.99 -1536.92 7272.3 1840.46
|
||||
2.05 -2242.81 1225.56 -4837.16 1746.77 6856.44 1600.5 2242.81 -1225.56 4837.16 -1746.77 7655.03 2076.18
|
||||
2.06 -2237.96 1309.36 -4953.05 1881.02 7073.85 1711.81 2237.96 -1309.36 4953.05 -1881.02 7785.29 2216.27
|
||||
2.07 -2187.77 1338.82 -4941.55 1941.75 7114.44 1752.63 2187.77 -1338.82 4941.55 -1941.75 7710.2 2263.82
|
||||
2.08 -2111.02 1319.38 -4835.86 1935.89 7021.84 1729.93 2111.02 -1319.38 4835.86 -1935.89 7485.74 2228.2
|
||||
2.09 -2025.85 1259.61 -4671.39 1874.32 6842.61 1654.73 2025.85 -1259.61 4671.39 -1874.32 7171.57 2124.1
|
||||
2.1 -1948.21 1170.33 -4482.62 1770.77 6622.12 1540.97 1948.21 -1170.33 4482.62 -1770.77 6825.75 1970.04
|
||||
2.11 -1890.63 1063.53 -4300.17 1640.44 6400.62 1404.08 1890.63 -1063.53 4300.17 -1640.44 6499.9 1786.52
|
||||
2.12 -1861.3 951.22 -4148.28 1498.63 6209.94 1259.57 1861.3 -951.22 4148.28 -1498.63 6234.9 1594.09
|
||||
2.13 -1863.57 844.293 -4042.9 1359.28 6070.97 1121.5 1863.57 -844.293 4042.9 -1359.28 6057.73 1411.38
|
||||
2.14 -1895.85 751.567 -3990.56 1233.84 5992.19 1001.25 1895.85 -751.567 3990.56 -1233.84 5979.5 1253.45
|
||||
2.15 -1951.81 679.046 -3987.95 1130.3 5969.1 906.571 1951.81 -679.046 3987.95 -1130.3 5994.74 1130.57
|
||||
2.16 -2020.94 629.513 -4022.36 1052.62 5984.95 841.074 2020.94 -629.513 4022.36 -1052.62 6082.15 1047.46
|
||||
2.17 -2089.5 602.444 -4073.01 1000.5 6012.35 804.108 2089.5 -602.444 4073.01 -1000.5 6206.68 1003.23
|
||||
2.18 -2141.63 594.229 -4112.94 969.674 6015.97 791.049 2141.63 -594.229 4112.94 -969.674 6322.83 991.639
|
||||
2.19 -2160.79 598.653 -4111.57 952.418 5955.88 793.927 2160.79 -598.653 4111.57 -952.418 6378.84 1002.03
|
||||
2.2 -2131.15 607.585 -4037.67 938.518 5791.4 802.311 2131.15 -607.585 4037.67 -938.518 6321.59 1020.44
|
||||
2.21 -2039.16 611.821 -3862.29 916.379 5485.2 804.387 2039.16 -611.821 3862.29 -916.379 6101.66 1031.08
|
||||
2.22 -1874.78 602.011 -3561.72 874.293 5007 788.157 1874.78 -602.011 3561.72 -874.293 5678.15 1017.88
|
||||
2.23 -1632.56 569.613 -3119.93 801.701 4336.9 742.664 1632.56 -569.613 3119.93 -801.701 5022.88 966.176
|
||||
2.24 -1312.24 507.794 -2530.44 690.348 3467.8 659.15 1312.24 -507.794 2530.44 -690.348 4123.53 864.234
|
||||
2.25 -919.013 412.193 -1797.44 535.219 2406.84 532.042 919.013 -412.193 1797.44 -535.219 2985.49 704.536
|
||||
2.26 -463.329 281.466 -935.996 335.186 1175.63 359.667 463.329 -281.466 935.996 -335.186 1632.36 484.732
|
||||
2.27 39.7049 117.56 28.5352 93.2899 -190.542 144.588 -39.7049 -117.56 -28.5352 -93.2899 104.936 208.093
|
||||
2.28 571.195 -74.3462 1061.9 -183.35 -1644.64 -106.455 -571.195 74.3462 -1061.9 183.35 -1541.05 -116.583
|
||||
2.29 1109.61 -286.204 2123.04 -483.991 -3130.7 -383.024 -1109.61 286.204 -2123.04 483.991 -3238.41 -475.589
|
||||
2.3 1632.08 -507.737 3166.73 -795.061 -4587.34 -671.809 -1632.08 507.737 -3166.73 795.061 -4912.84 -851.401
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2.31 2115.83 -727.275 4146.52 -1101.19 -5951.71 -957.711 -2115.83 727.275 -4146.52 1101.19 -6487.86 -1224.11
|
||||
2.32 2539.59 -932.714 5017.9 -1386.42 -7163.68 -1225.08 -2539.59 932.714 -5017.9 1386.42 -7890.01 -1573.06
|
||||
2.33 2884.96 -1112.48 5741.22 -1635.47 -8169.84 -1458.95 -2884.96 1112.48 -5741.22 1635.47 -9053.83 -1878.49
|
||||
2.34 3137.59 -1256.43 6284.49 -1834.91 -8927.05 -1646.23 -3137.59 1256.43 -6284.49 1834.91 -9926.4 -2123.07
|
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2.35 3288.09 -1356.65 6625.41 -1974.27 -9405.36 -1776.68 -3288.09 1356.65 -6625.41 1974.27 -10470.9 -2293.28
|
||||
2.36 3332.6 -1408.02 6752.93 -2046.78 -9589.84 -1843.69 -3332.6 1408.02 -6752.93 2046.78 -10668.9 -2380.36
|
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2.37 3272.95 -1408.58 6667.75 -2049.91 -9481.44 -1844.74 -3272.95 1408.58 -6667.75 2049.91 -10521.8 -2381.01
|
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2.38 3116.39 -1359.69 6382.11 -1985.48 -9096.6 -1781.56 -3116.39 1359.69 -6382.11 1985.48 -10049.7 -2297.51
|
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2.39 2874.99 -1265.85 5918.73 -1859.44 -8465.81 -1659.96 -2874.99 1265.85 -5918.73 1859.44 -9290.37 -2137.58
|
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2.4 2564.63 -1134.31 5308.91 -1681.36 -7631.15 -1489.31 -2564.63 1134.31 -5308.91 1681.36 -8295.58 -1913.61
|
||||
2.41 2203.91 -974.467 4590.22 -1463.53 -6643.13 -1281.76 -2203.91 974.467 -4590.22 1463.53 -7127.52 -1641.65
|
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2.42 1812.79 -797.049 3803.69 -1219.98 -5557 -1051.15 -1812.79 797.049 -3803.69 1219.98 -5854.08 -1339.99
|
||||
2.43 1411.28 -613.195 2990.95 -965.291 -4428.87 -811.909 -1411.28 613.195 -2990.95 965.291 -4543.97 -1027.67
|
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2.44 1018.17 -433.542 2191.29 -713.445 -3311.88 -577.783 -1018.17 433.542 -2191.29 713.445 -3261.99 -722.843
|
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2.45 649.848 -267.379 1439.15 -476.763 -2252.75 -360.799 -649.848 267.379 -1439.15 476.763 -2064.7 -441.337
|
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2.46 319.385 -121.947 761.943 -264.996 -1288.95 -170.341 -319.385 121.947 -761.943 264.996 -996.874 -195.5
|
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2.47 35.7903 -1.96529 178.511 -84.6955 -446.594 -12.5404 -35.7903 1.96529 -178.511 84.6955 -88.9405 6.64454
|
||||
2.48 -196.354 90.6044 -301.69 61.1249 260.669 110.026 196.354 -90.6044 301.69 -61.1249 644.401 161.788
|
||||
2.49 -376.951 156.536 -678.661 173.002 831.733 198.305 376.951 -156.536 678.661 -173.002 1204.25 271.302
|
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2.5 -510.085 199.082 -961.156 254.715 1277.14 256.443 510.085 -199.082 961.156 -254.715 1606.33 340.804
|
||||
2.51 -603.395 223.518 -1165.29 312.693 1617.25 291.188 603.395 -223.518 1165.29 -312.693 1878.62 379.365
|
||||
2.52 -667.181 236.517 -1312.59 355.205 1879.65 311.096 667.181 -236.517 1312.59 -355.205 2058.11 398.455
|
||||
2.53 -713.319 245.43 -1427.64 391.397 2096.07 325.596 713.319 -245.43 1427.64 -391.397 2186.86 410.693
|
||||
2.54 -754.099 257.51 -1535.62 430.283 2299.06 343.998 754.099 -257.51 1535.62 -430.283 2307.79 428.531
|
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2.55 -801.066 279.157 -1659.73 479.76 2518.68 374.516 801.066 -279.157 1659.73 -479.76 2460.5 462.955
|
||||
2.56 -863.971 315.247 -1819.04 545.766 2779.55 423.401 863.971 -315.247 1819.04 -545.766 2677.55 522.339
|
||||
2.57 -949.897 368.606 -2026.6 631.626 3098.44 494.269 949.897 -368.606 2026.6 -631.626 2981.37 611.55
|
||||
2.58 -1062.62 439.693 -2288.21 737.665 3482.51 587.683 1062.62 -439.693 2288.21 -737.665 3382.11 731.395
|
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2.59 -1202.25 526.502 -2601.71 861.108 3928.52 701.035 1202.25 -526.502 2601.71 -861.108 3876.61 878.47
|
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2.6 -1365.11 624.723 -2957.1 996.277 4422.86 828.746 1365.11 -624.723 2957.1 -996.277 4448.43 1045.42
|
||||
2.61 -1544.02 728.121 -3337.17 1135.07 4942.48 962.758 1544.02 -728.121 3337.17 -1135.07 5069.03 1221.6
|
||||
2.62 -1728.74 829.094 -3718.89 1267.65 5456.64 1093.26 1728.74 -829.094 3718.89 -1267.65 5700.02 1394.02
|
||||
2.63 -1906.74 919.365 -4075.17 1383.36 5929.34 1209.58 1906.74 -919.365 4075.17 -1383.36 6296.18 1548.51
|
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2.64 -2064.19 990.728 -4377.11 1471.62 6322.21 1301.14 2064.19 -990.728 4377.11 -1471.62 6809.11 1671.05
|
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2.65 -2187.01 1035.78 -4596.29 1522.94 6597.66 1358.4 2187.01 -1035.78 4596.29 -1522.94 7191.22 1748.95
|
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2.66 -2261.99 1048.6 -4707.2 1529.76 6721.98 1373.74 2261.99 -1048.6 4707.2 -1529.76 7399.62 1772.05
|
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2.67 -2277.93 1025.25 -4689.33 1487.2 6668.25 1342.13 2277.93 -1025.25 4689.33 -1487.2 7399.74 1733.64
|
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2.68 -2226.48 964.217 -4528.98 1393.49 6418.66 1261.61 2226.48 -964.217 4528.98 -1393.49 7168.29 1631.04
|
||||
2.69 -2102.95 866.512 -4220.5 1250.24 5966.18 1133.53 2102.95 -866.512 4220.5 -1250.24 6695.32 1466
|
||||
2.7 -1906.7 735.694 -3766.93 1062.4 5315.43 962.528 1906.7 -735.694 3766.93 -1062.4 5985.35 1244.55
|
||||
2.71 -1641.34 577.606 -3180 837.836 4482.68 756.161 1641.34 -577.606 3180 -837.836 5057.3 976.658
|
||||
2.72 -1314.59 399.939 -2479.5 586.845 3495.02 524.393 1314.59 -399.939 2479.5 -586.845 3943.47 675.425
|
||||
2.73 -937.869 211.641 -1692.05 321.318 2388.68 278.81 937.869 -211.641 1692.05 -321.318 2687.47 356.113
|
||||
2.74 -525.607 22.2178 -849.382 53.8692 1206.78 31.7186 525.607 -22.2178 849.382 -53.8692 1341.37 34.9347
|
||||
2.75 -94.4124 -159.004 13.6847 -203.121 -3.37092 -204.807 94.4124 159.004 -13.6847 203.121 -37.6832 -272.204
|
||||
2.76 337.962 -323.587 861.513 -438.409 -1193.32 -419.84 -337.962 323.587 -861.513 438.409 -1391.22 -550.922
|
||||
2.77 753.714 -464.607 1659.91 -642.692 -2316.5 -604.406 -753.714 464.607 -1659.91 642.692 -2663.22 -789.414
|
||||
2.78 1136.09 -577.118 2378.25 -809.22 -3331.08 -752.085 -1136.09 577.118 -2378.25 809.22 -3803.68 -979.267
|
||||
2.79 1470.4 -658.45 2991.35 -934.198 -4202.45 -859.398 -1470.4 658.45 -2991.35 934.198 -4771.6 -1115.95
|
||||
2.8 1744.91 -708.299 3480.82 -1016.91 -4905.12 -925.916 -1744.91 708.299 -3480.82 1016.91 -5537.35 -1198.98
|
||||
2.81 1951.49 -728.616 3835.99 -1059.61 -5423.91 -954.124 -1951.49 728.616 -3835.99 1059.61 -6084.07 -1231.73
|
||||
2.82 2085.97 -723.317 4054.19 -1067.13 -5754.4 -949.042 -2085.97 723.317 -4054.19 1067.13 -6408.17 -1220.91
|
||||
2.83 2148.31 -697.835 4140.46 -1046.3 -5902.58 -917.653 -2148.31 697.835 -4140.46 1046.3 -6518.81 -1175.85
|
||||
2.84 2142.36 -658.565 4106.75 -1005.26 -5883.76 -868.186 -2142.36 658.565 -4106.75 1005.26 -6436.49 -1107.51
|
||||
2.85 2075.43 -612.24 3970.59 -952.589 -5720.88 -809.308 -2075.43 612.24 -3970.59 952.589 -6190.89 -1027.41
|
||||
2.86 1957.63 -565.296 3753.49 -896.517 -5442.36 -749.31 -1957.63 565.296 -3753.49 896.517 -5818.1 -946.578
|
||||
2.87 1801.05 -523.281 3479.08 -844.155 -5079.63 -695.345 -1801.05 523.281 -3479.08 844.155 -5357.61 -874.499
|
||||
2.88 1618.79 -490.366 3171.24 -800.872 -4664.64 -652.793 -1618.79 490.366 -3171.24 800.872 -4849.08 -818.304
|
||||
2.89 1424.05 -468.986 2852.27 -769.845 -4227.43 -624.803 -1424.05 468.986 -2852.27 769.845 -4329.37 -782.154
|
||||
2.9 1229.1 -459.668 2541.29 -751.838 -3793.96 -612.065 -1229.1 459.668 -2541.29 751.838 -3829.91 -766.939
|
||||
2.91 1044.54 -461.039 2253.02 -745.21 -3384.44 -612.822 -1044.54 461.039 -2253.02 745.21 -3374.61 -770.296
|
||||
2.92 878.554 -470.019 1996.89 -746.162 -3012.2 -623.119 -878.554 470.019 -1996.89 746.162 -2978.48 -786.937
|
||||
2.93 736.427 -482.175 1776.73 -749.184 -2683.11 -637.264 -736.427 482.175 -1776.73 749.184 -2647.08 -809.262
|
||||
2.94 620.339 -492.207 1590.83 -747.661 -2395.75 -648.445 -620.339 492.207 -1590.83 747.661 -2376.74 -828.176
|
||||
2.95 529.364 -494.498 1432.55 -734.583 -2142.12 -649.449 -529.364 494.498 -1432.55 734.583 -2155.54 -834.044
|
||||
2.96 459.741 -483.698 1291.32 -703.301 -1908.96 -633.41 -459.741 483.698 -1291.32 703.301 -1964.99 -817.684
|
||||
2.97 405.369 -455.28 1153.85 -648.235 -1679.35 -594.523 -405.369 455.28 -1153.85 648.235 -1782.2 -771.316
|
||||
2.98 358.479 -406.01 1005.71 -565.498 -1434.78 -528.656 -358.479 406.01 -1005.71 565.498 -1582.35 -689.373
|
||||
2.99 310.424 -334.315 832.784 -453.365 -1157.09 -433.817 -310.424 334.315 -832.784 453.365 -1341.26 -569.128
|
||||
3 252.525 -240.495 622.807 -312.542 -830.501 -310.43 -252.525 240.495 -622.807 312.542 -1037.92 -411.055
|
||||
3.01 176.907 -126.774 366.63 -146.226 -443.331 -161.401 -176.907 126.774 -366.63 146.226 -656.559 -218.921
|
||||
3.02 77.2582 2.82085 59.2497 40.0636 10.6471 8.04055 -77.2582 -2.82085 -59.2497 -40.0636 -188.396 0.42198
|
||||
3.03 -50.5409 142.735 -299.536 238.856 531.302 190.695 50.5409 -142.735 299.536 -238.856 367.307 237.51
|
||||
3.04 -207.961 286.308 -704.868 441.276 1111.79 377.939 207.961 -286.308 704.868 -441.276 1002.82 480.985
|
||||
3.05 -393.576 426.286 -1146.97 637.712 1738.71 560.384 393.576 -426.286 1146.97 -637.712 1702.2 718.474
|
||||
3.06 -603.046 555.395 -1611.71 818.551 2392.88 728.621 603.046 -555.395 1611.71 -818.551 2442.26 937.565
|
||||
3.07 -829.325 666.913 -2081.48 974.918 3050.43 873.953 829.325 -666.913 2081.48 -974.918 3194.02 1126.79
|
||||
3.08 -1063.09 755.193 -2536.38 1099.35 3684.45 989.077 1063.09 -755.193 2536.38 -1099.35 3924.69 1276.5
|
||||
3.09 -1293.36 816.09 -2955.54 1186.34 4266.7 1068.63 1293.36 -816.09 2955.54 -1186.34 4599.93 1379.64
|
||||
3.1 -1508.22 847.261 -3318.6 1232.76 4769.61 1109.58 1508.22 -847.261 3318.6 -1232.76 5186.2 1432.2
|
||||
3.11 -1695.71 848.31 -3607.07 1238 5168.11 1111.4 1695.71 -848.31 3607.07 -1238 5653.11 1433.53
|
||||
3.12 -1844.62 820.766 -3805.6 1204.01 5441.33 1076.07 1844.62 -820.766 3805.6 -1204.01 5975.47 1386.23
|
||||
3.13 -1945.32 767.915 -3903.01 1135.03 5574.03 1007.82 1945.32 -767.915 3903.01 -1135.03 6135.01 1295.92
|
||||
3.14 -1990.44 694.484 -3893.04 1037.23 5557.58 912.761 1990.44 -694.484 3893.04 -1037.23 6121.54 1170.69
|
||||
3.15 -1975.45 606.222 -3774.69 918.115 5390.5 798.305 1975.45 -606.222 3774.69 -918.115 5933.58 1020.36
|
||||
3.16 -1898.92 509.406 -3552.31 785.9 5078.54 672.566 1898.92 -509.406 3552.31 -785.9 5578.4 855.653
|
||||
3.17 -1762.75 410.316 -3235.2 648.842 4634.22 543.659 1762.75 -410.316 3235.2 -648.842 5071.38 687.288
|
||||
3.18 -1572 314.725 -2836.98 514.559 4075.98 419.052 1572 -314.725 2836.98 -514.559 4434.97 525.122
|
||||
3.19 -1334.6 227.455 -2374.7 389.463 3427 304.988 1334.6 -227.455 2374.7 -389.463 3697.11 377.377
|
||||
3.2 -1060.89 152.022 -1867.7 278.3 2713.68 206.029 1060.89 -152.022 1867.7 -278.3 2889.42 250.038
|
||||
3.21 -762.915 90.4125 -1336.41 183.866 1964.02 124.763 762.915 -90.4125 1336.41 -183.866 2045.2 146.474
|
||||
3.22 -453.671 43.0063 -801.098 106.902 1205.95 61.7124 453.671 -43.0063 801.098 -106.902 1197.34 67.3067
|
||||
3.23 -146.301 8.64766 -280.74 46.1781 465.743 15.4161 146.301 -8.64766 280.74 -46.1781 376.478 10.5269
|
||||
3.24 146.732 -15.1446 208.035 -1.23741 -233.378 -17.2941 -146.732 15.1446 -208.035 1.23741 -390.726 -28.1396
|
||||
3.25 414.395 -31.8503 651.739 -39.5683 -872.365 -40.8745 -414.395 31.8503 -651.739 39.5683 -1082.85 -54.6764
|
||||
3.26 647.72 -45.5386 1040.57 -73.8064 -1437.11 -60.5414 -647.72 45.5386 -1040.57 73.8064 -1684.61 -76.0744
|
||||
3.27 840.268 -60.4147 1368.7 -109.131 -1918.86 -81.687 -840.268 60.4147 -1368.7 109.131 -2187.23 -99.557
|
||||
3.28 988.42 -80.3645 1634.18 -150.32 -2314.15 -109.293 -988.42 80.3645 -1634.18 150.32 -2588.38 -131.8
|
||||
3.29 1091.44 -108.539 1838.72 -201.218 -2624.52 -147.395 -1091.44 108.539 -1838.72 201.218 -2891.64 -178.221
|
||||
3.3 1151.35 -147.011 1987.11 -264.289 -2855.75 -198.641 -1151.35 147.011 -1987.11 264.289 -3105.57 -242.393
|
||||
3.31 1172.6 -196.543 2086.5 -340.318 -3016.96 -263.988 -1172.6 196.543 -2086.5 340.318 -3242.55 -325.642
|
||||
3.32 1161.61 -256.471 2145.61 -428.27 -3119.5 -342.561 -1161.61 256.471 -2145.61 428.27 -3317.34 -426.851
|
||||
3.33 1126.13 -324.727 2173.81 -525.323 -3175.75 -431.676 -1126.13 324.727 -2173.81 525.323 -3345.67 -542.506
|
||||
3.34 1074.59 -397.998 2180.24 -627.07 -3197.94 -527.043 -1074.59 397.998 -2180.24 627.07 -3342.78 -666.95
|
||||
3.35 1015.37 -471.99 2173.1 -727.879 -3197.14 -623.115 -1015.37 471.99 -2173.1 727.879 -3322.16 -792.854
|
||||
3.36 956.154 -541.8 2158.92 -821.359 -3182.29 -713.56 -956.154 541.8 -2158.92 821.359 -3294.48 -911.839
|
||||
3.37 903.319 -602.336 2142.15 -900.91 -3159.6 -791.807 -903.319 602.336 -2142.15 900.91 -3266.85 -1015.2
|
||||
3.38 861.455 -648.766 2124.85 -960.299 -3132.15 -851.623 -861.455 648.766 -2124.85 960.299 -3242.39 -1094.68
|
||||
3.39 833.06 -676.942 2106.67 -994.201 -3099.8 -887.662 -833.06 676.942 -2106.67 994.201 -3220.22 -1143.16
|
||||
3.4 818.399 -683.768 2085.02 -998.68 -3059.37 -895.939 -818.399 683.768 -2085.02 998.68 -3195.69 -1155.36
|
||||
3.41 815.557 -667.481 2055.38 -971.544 -3005.13 -874.191 -815.557 667.481 -2055.38 971.544 -3161.02 -1128.25
|
||||
3.42 820.669 -627.814 2011.87 -912.563 -2929.43 -822.088 -820.669 627.814 -2011.87 912.563 -3106.19 -1061.35
|
||||
3.43 828.311 -566.039 1947.82 -823.517 -2823.58 -741.289 -828.311 566.039 -1947.82 823.517 -3019.87 -956.827
|
||||
3.44 832.008 -484.875 1856.46 -708.084 -2678.71 -635.321 -832.008 484.875 -1856.46 708.084 -2890.67 -819.305
|
||||
3.45 824.837 -388.285 1731.64 -571.568 -2486.75 -509.315 -824.837 388.285 -1731.64 571.568 -2708.16 -655.539
|
||||
3.46 800.055 -281.164 1568.4 -420.497 -2241.24 -369.611 -800.055 281.164 -1568.4 420.497 -2463.97 -473.88
|
||||
3.47 751.722 -168.966 1363.61 -262.13 -1938.15 -223.269 -751.722 168.966 -1363.61 262.13 -2152.69 -283.63
|
||||
3.48 675.259 -57.2811 1116.3 -103.91 -1576.41 -77.524 -675.259 57.2811 -1116.3 103.91 -1772.5 -94.3192
|
||||
3.49 567.912 48.5879 827.971 47.0878 -1158.29 60.7557 -567.912 -48.5879 -827.971 -47.0878 -1325.62 85.0082
|
||||
3.5 429.068 144.015 502.669 184.664 -689.563 185.575 -429.068 -144.015 -502.669 -184.664 -818.445 246.469
|
||||
3.51 260.425 225.376 146.903 303.917 -179.343 292.235 -260.425 -225.376 -146.903 -303.917 -261.366 383.894
|
||||
3.52 65.9725 290.285 -230.617 401.544 360.214 377.627 -65.9725 -290.285 230.617 -401.544 331.638 493.228
|
||||
3.53 -148.189 337.712 -619.385 476.004 914.475 440.401 148.189 -337.712 619.385 -476.004 943.679 572.737
|
||||
3.54 -374.198 367.99 -1007.62 527.524 1467.05 480.959 374.198 -367.99 1007.62 -527.524 1555.82 623.012
|
||||
3.55 -602.913 382.697 -1382.91 557.953 2000.63 501.315 602.913 -382.697 1382.91 -557.953 2148.09 646.775
|
||||
3.56 -824.488 384.439 -1732.8 570.49 2497.9 504.811 824.488 -384.439 1732.8 -570.49 2700.51 648.505
|
||||
3.57 -1029.01 376.552 -2045.54 569.296 2942.41 495.732 1029.01 -376.552 2045.54 -569.296 3194.21 633.925
|
||||
3.58 -1207.15 362.75 -2310.63 559.042 3319.51 478.852 1207.15 -362.75 2310.63 -559.042 3612.38 609.399
|
||||
3.59 -1350.76 346.75 -2519.38 544.431 3617.01 458.952 1350.76 -346.75 2519.38 -544.431 3941.14 581.297
|
||||
3.6 -1453.38 331.912 -2665.37 529.734 3825.86 440.359 1453.38 -331.912 2665.37 -529.734 4170.24 555.378
|
||||
3.61 -1510.68 320.93 -2744.69 518.378 3940.53 426.539 1510.68 -320.93 2744.69 -518.378 4293.55 536.251
|
||||
3.62 -1520.7 315.582 -2756.16 512.638 3959.23 419.783 1520.7 -315.582 2756.16 -512.638 4309.24 526.963
|
||||
3.63 -1483.97 316.584 -2701.26 513.439 3883.95 421.016 1483.97 -316.584 2701.26 -513.439 4219.83 528.736
|
||||
3.64 -1403.41 323.541 -2584.05 520.296 3720.25 429.73 1403.41 -323.541 2584.05 -520.296 4031.9 540.892
|
||||
3.65 -1284.13 335.008 -2410.83 531.394 3476.83 444.07 1284.13 -335.008 2410.83 -531.394 3755.66 560.953
|
||||
3.66 -1133.05 348.649 -2189.78 543.795 3165.06 461.032 1133.05 -348.649 2189.78 -543.795 3404.29 584.916
|
||||
3.67 -958.426 361.487 -1930.47 553.752 2798.24 476.787 958.426 -361.487 1930.47 -553.752 2993.16 607.673
|
||||
3.68 -769.256 370.201 -1643.28 557.101 2390.89 487.068 769.256 -370.201 1643.28 -557.101 2538.94 623.534
|
||||
3.69 -574.716 371.473 -1338.88 549.699 1957.91 487.612 574.716 -371.473 1338.88 -549.699 2058.72 626.807
|
||||
3.7 -383.547 362.325 -1027.65 527.854 1513.88 474.596 383.547 -362.325 1027.65 -527.854 1569.07 612.378
|
||||
3.71 -203.514 340.425 -719.187 488.726 1072.27 445.034 203.514 -340.425 719.187 -488.726 1085.29 576.242
|
||||
3.72 -40.9547 304.346 -421.844 430.648 644.885 397.106 40.9547 -304.346 421.844 -430.648 620.646 515.932
|
||||
3.73 99.559 253.73 -142.411 353.345 241.368 330.374 -99.559 -253.73 142.411 -353.345 185.866 430.816
|
||||
3.74 215.416 189.37 114.108 258.032 -131.101 245.884 -215.416 -189.37 -114.108 -258.032 -211.224 322.225
|
||||
3.75 306.013 113.182 344.601 147.379 -467.95 146.132 -306.013 -113.182 -344.601 -147.379 -565.852 193.415
|
||||
3.76 372.649 28.0874 547.812 25.3526 -767.175 34.9077 -372.649 -28.0874 -547.812 -25.3526 -876.259 49.3544
|
||||
3.77 418.287 -62.2015 724.196 -103.061 -1029.13 -82.9767 -418.287 62.2015 -724.196 103.061 -1143.45 -103.628
|
||||
3.78 447.191 -153.456 875.663 -232.216 -1256.2 -202.045 -447.191 153.456 -875.663 232.216 -1370.79 -258.322
|
||||
3.79 464.488 -241.252 1005.23 -356.227 -1452.26 -316.572 -464.488 241.252 -1005.23 356.227 -1563.44 -407.184
|
||||
3.8 475.665 -321.311 1116.64 -469.409 -1622.2 -421.019 -475.665 321.311 -1116.64 469.409 -1727.71 -542.915
|
||||
3.81 486.061 -389.822 1213.87 -566.696 -1771.28 -510.453 -486.061 389.822 -1213.87 566.696 -1870.32 -659.015
|
||||
3.82 500.387 -443.727 1300.75 -644.014 -1904.5 -580.913 -500.387 443.727 -1300.75 644.014 -1997.76 -750.268
|
||||
3.83 522.302 -480.939 1380.55 -698.561 -2026.12 -629.696 -522.302 480.939 -1380.55 698.561 -2115.52 -813.12
|
||||
3.84 554.094 -500.478 1455.58 -728.986 -2139.1 -655.527 -554.094 500.478 -1455.58 728.986 -2227.63 -845.905
|
||||
3.85 596.47 -502.517 1526.98 -735.446 -2244.8 -658.622 -596.47 502.517 -1526.98 735.446 -2336.12 -848.928
|
||||
3.86 648.488 -488.326 1594.54 -719.537 -2342.77 -640.614 -648.488 488.326 -1594.54 719.537 -2440.85 -824.364
|
||||
3.87 707.622 -460.133 1656.67 -684.115 -2430.66 -604.372 -707.622 460.133 -1656.67 684.115 -2539.34 -776.027
|
||||
3.88 769.957 -420.905 1710.45 -633.014 -2504.39 -553.725 -769.957 420.905 -1710.45 633.014 -2626.96 -708.991
|
||||
3.89 830.501 -374.078 1751.86 -570.698 -2558.39 -493.107 -830.501 374.078 -1751.86 570.698 -2697.2 -629.128
|
||||
3.9 883.585 -323.256 1776.06 -501.868 -2586.04 -427.173 -883.585 323.256 -1776.06 501.868 -2742.15 -542.597
|
||||
3.91 923.319 -271.906 1777.77 -431.072 -2580.19 -360.4 -923.319 271.906 -1777.77 431.072 -2753.11 -455.318
|
||||
3.92 944.074 -223.075 1751.69 -362.333 -2533.75 -296.732 -944.074 223.075 -1751.69 362.333 -2721.33 -372.494
|
||||
3.93 940.952 -179.16 1693.04 -298.853 -2440.37 -239.271 -940.952 179.16 -1693.04 298.853 -2638.76 -298.21
|
||||
3.94 910.201 -141.738 1597.93 -242.785 -2295.02 -190.066 -910.201 141.738 -1597.93 242.785 -2498.76 -235.149
|
||||
3.95 849.557 -111.477 1463.82 -195.126 -2094.6 -149.995 -849.557 111.477 -1463.82 195.126 -2296.86 -184.435
|
||||
3.96 758.478 -88.1335 1289.87 -155.707 -1838.33 -118.762 -758.478 88.1335 -1289.87 155.707 -2031.29 -145.638
|
||||
3.97 638.25 -70.638 1077.18 -123.299 -1528.14 -95.0059 -638.25 70.638 -1077.18 123.299 -1703.41 -116.908
|
||||
3.98 491.97 -57.2472 828.893 -95.8103 -1168.77 -76.4978 -491.97 57.2472 -828.893 95.8103 -1317.91 -95.2438
|
||||
3.99 324.391 -45.7625 550.196 -70.5674 -767.761 -60.4218 -324.391 45.7625 -550.196 70.5674 -882.825 -76.8657
|
||||
4 141.654 -33.7837 248.159 -44.6367 -335.195 -43.7023 -141.654 33.7837 -248.159 44.6367 -409.283 -57.6488
|
||||
400
examples/space_frame_3d_results/recorders/elem_5.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_5.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 4.55879 0.522462 2.31665 5.14363 -1.07803 -1.4187 -4.55879 -0.522462 -2.31665 -5.14363 -5.87191 2.98609
|
||||
0.02 42.1154 -0.281186 13.1013 35.6205 2.11297 -20.4451 -42.1154 0.281186 -13.1013 -35.6205 -41.4169 19.6016
|
||||
0.03 190.26 -24.7737 23.0851 131.805 65.1482 -128.662 -190.26 24.7737 -23.0851 -131.805 -134.403 54.3411
|
||||
0.04 573.278 -143.455 -34.4311 343.426 363.282 -499.194 -573.278 143.455 34.4311 -343.426 -259.989 68.8278
|
||||
0.05 1327.02 -470.358 -293.787 702.685 1193.3 -1385.56 -1327.02 470.358 293.787 -702.685 -311.941 -25.5099
|
||||
0.06 2563.82 -1100.09 -886.38 1207.15 2837.11 -2997.42 -2563.82 1100.09 886.38 -1207.15 -177.971 -302.841
|
||||
0.07 4345.72 -2033.48 -1839.56 1826.04 5376.64 -5357.47 -4345.72 2033.48 1839.56 -1826.04 142.027 -742.97
|
||||
0.08 6650.56 -3170.35 -3054.59 2519.29 8640.77 -8272.96 -6650.56 3170.35 3054.59 -2519.29 522.991 -1238.1
|
||||
0.09 9341.25 -4380.25 -4393.9 3252.29 12338.7 -11446.6 -9341.25 4380.25 4393.9 -3252.29 842.976 -1694.13
|
||||
0.1 12173.5 -5572.96 -5782.08 3991.83 16233.3 -14606.6 -12173.5 5572.96 5782.08 -3991.83 1112.91 -2112.3
|
||||
0.11 14862.7 -6694.54 -7208.32 4693.8 20173.8 -17532.9 -14862.7 6694.54 7208.32 -4693.8 1451.13 -2550.68
|
||||
0.12 17179.8 -7670.19 -8637.02 5300 23986.5 -20000.4 -17179.8 7670.19 8637.02 -5300 1924.6 -3010.19
|
||||
0.13 19005 -8383.16 -9946.01 5749.72 27395 -21762.5 -19005 8383.16 9946.01 -5749.72 2443.02 -3386.98
|
||||
0.14 20302.7 -8731.77 -10976.4 5997.82 30095.6 -22638.1 -20302.7 8731.77 10976.4 -5997.82 2833.46 -3557.19
|
||||
0.15 21050.3 -8702.6 -11640.7 6023.72 31909.3 -22608.9 -21050.3 8702.6 11640.7 -6023.72 3012.89 -3498.93
|
||||
0.16 21191.3 -8368.14 -11962.1 5826.08 32825 -21797.3 -21191.3 8368.14 11962.1 -5826.08 3061.33 -3307.14
|
||||
0.17 20647.8 -7802.26 -11993.7 5412.84 32868.8 -20325.3 -20647.8 7802.26 11993.7 -5412.84 3112.2 -3081.47
|
||||
0.18 19364.9 -7005.38 -11709.4 4797.32 31941.3 -18199.6 -19364.9 7005.38 11709.4 -4797.32 3186.85 -2816.56
|
||||
0.19 17341.1 -5924.19 -10991.5 4003.88 29815.2 -15352.3 -17341.1 5924.19 10991.5 -4003.88 3159.13 -2420.31
|
||||
0.2 14626.3 -4545.15 -9733.14 3074.54 26314.1 -11799.3 -14626.3 4545.15 9733.14 -3074.54 2885.27 -1836.14
|
||||
0.21 11314 -2959.46 -7950.98 2067.15 21500.7 -7750.64 -11314 2959.46 7950.98 -2067.15 2352.28 -1127.73
|
||||
0.22 7550.16 -1331.61 -5793.7 1044.59 15694.2 -3561.49 -7550.16 1331.61 5793.7 -1044.59 1686.91 -433.331
|
||||
0.23 3545.78 190.447 -3448.5 62.8676 9316.93 418.876 -3545.78 -190.447 3448.5 -62.8676 1028.57 152.464
|
||||
0.24 -439.505 1530.3 -1046.56 -833.729 2727.86 3954.22 439.505 -1530.3 1046.56 833.729 411.817 636.666
|
||||
0.25 -4153.58 2660.78 1346.06 -1610.26 -3815.53 6910.9 4153.58 -2660.78 -1346.06 1610.26 -222.646 1071.44
|
||||
0.26 -7414.89 3551.57 3666.88 -2238.12 -10081.9 9193.37 7414.89 -3551.57 -3666.88 2238.12 -918.728 1461.35
|
||||
0.27 -10136.6 4157.92 5809.26 -2697.02 -15801 10729.5 10136.6 -4157.92 -5809.26 2697.02 -1626.75 1744.23
|
||||
0.28 -12298.9 4461.26 7642.14 -2981.01 -20691.2 11522.9 12298.9 -4461.26 -7642.14 2981.01 -2235.23 1860.94
|
||||
0.29 -13900.2 4506.21 9068.81 -3102.47 -24540.8 11692.1 13900.2 -4506.21 -9068.81 3102.47 -2665.66 1826.55
|
||||
0.3 -14928.4 4383.37 10057.4 -3089.46 -27247.8 11428.9 14928.4 -4383.37 -10057.4 3089.46 -2924.35 1721.24
|
||||
0.31 -15368 4172.37 10615 -2978.23 -28780.3 10901.6 15368 -4172.37 -10615 2978.23 -3064.86 1615.52
|
||||
0.32 -15227.3 3905.03 10742.9 -2806.24 -29115 10198.8 15227.3 -3905.03 -10742.9 2806.24 -3113.63 1516.32
|
||||
0.33 -14557 3584.3 10424.5 -2609.54 -28232.5 9364.27 14557 -3584.3 -10424.5 2609.54 -3040.92 1388.64
|
||||
0.34 -13452.2 3232.81 9660.52 -2423.06 -26181 8478.26 13452.2 -3232.81 -9660.52 2423.06 -2800.59 1220.18
|
||||
0.35 -12044.3 2916.1 8511.46 -2279.65 -23144.6 7694.77 12044.3 -2916.1 -8511.46 2279.65 -2389.8 1053.52
|
||||
0.36 -10490.5 2717.35 7105.1 -2205.72 -19447.7 7197.43 10490.5 -2717.35 -7105.1 2205.72 -1867.63 954.632
|
||||
0.37 -8959.01 2691.77 5601.53 -2215.64 -15484.1 7117.42 8959.01 -2691.77 -5601.53 2215.64 -1320.45 957.881
|
||||
0.38 -7605.53 2843.76 4145.43 -2308.94 -11623.1 7484.79 7605.53 -2843.76 -4145.43 2308.94 -813.166 1046.5
|
||||
0.39 -6543.37 3139.72 2839.72 -2471.91 -8149.4 8238.04 6543.37 -3139.72 -2839.72 2471.91 -369.776 1181.12
|
||||
0.4 -5822.78 3532.7 1749.5 -2681.83 -5257.3 9260.75 5822.78 -3532.7 -1749.5 2681.83 8.81548 1337.34
|
||||
0.41 -5431.14 3972.19 919.943 -2910.41 -3075.19 10404.9 5431.14 -3972.19 -919.943 2910.41 315.365 1511.65
|
||||
0.42 -5313.35 4398.04 387.169 -3125.17 -1685.94 11496.6 5313.35 -4398.04 -387.169 3125.17 524.436 1697.5
|
||||
0.43 -5398.77 4737.92 174.004 -3290.39 -1127.24 12348.5 5398.77 -4737.92 -174.004 3290.39 605.227 1865.3
|
||||
0.44 -5619.5 4921.21 278.106 -3369.89 -1378.26 12792.9 5619.5 -4921.21 -278.106 3369.89 543.94 1970.74
|
||||
0.45 -5913.18 4900.02 664.414 -3331.97 -2348.72 12719.2 5913.18 -4900.02 -664.414 3331.97 355.482 1980.89
|
||||
0.46 -6214.71 4658.38 1268.08 -3154.4 -3880.47 12085.5 6214.71 -4658.38 -1268.08 3154.4 76.2152 1889.67
|
||||
0.47 -6445.96 4202.42 2004.6 -2827.13 -5759.67 10897.9 6445.96 -4202.42 -2004.6 2827.13 -254.113 1709.4
|
||||
0.48 -6512.04 3543.52 2778.88 -2352.17 -7731.52 9179.33 6512.04 -3543.52 -2778.88 2352.17 -605.109 1451.23
|
||||
0.49 -6308.2 2690.95 3488.45 -1742.28 -9512.34 6956.76 6308.2 -2690.95 -3488.45 1742.28 -953.004 1116.1
|
||||
0.5 -5736.42 1659.18 4023.88 -1020.01 -10804.3 4274.8 5736.42 -1659.18 -4023.88 1020.01 -1267.32 702.736
|
||||
0.51 -4726.39 480.664 4275.39 -217.239 -11323.4 1220.43 4726.39 -480.664 -4275.39 217.239 -1502.81 221.568
|
||||
0.52 -3253.39 -788.091 4150.49 626.041 -10842.9 -2064.03 3253.39 788.091 -4150.49 -626.041 -1608.52 -300.242
|
||||
0.53 -1346.48 -2071.72 3596.41 1464.91 -9239.83 -5389.59 1346.48 2071.72 -3596.41 -1464.91 -1549.4 -825.575
|
||||
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|
||||
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|
||||
0.56 6021.14 -5224.01 -419.765 3526.31 1727.7 -13575.7 -6021.14 5224.01 419.765 -3526.31 -468.405 -2096.3
|
||||
0.57 8593.63 -5838.18 -2307.36 3950.23 6819.53 -15169.9 -8593.63 5838.18 2307.36 -3950.23 102.563 -2344.59
|
||||
0.58 11007.3 -6182.55 -4320.14 4208.98 12216.4 -16063.6 -11007.3 6182.55 4320.14 -4208.98 744.041 -2484.03
|
||||
0.59 13151.6 -6260.85 -6351.01 4298.15 17624.8 -16269.8 -13151.6 6260.85 6351.01 -4298.15 1428.26 -2512.71
|
||||
0.6 14931.3 -6096.81 -8274.69 4225.16 22717.3 -15852.3 -14931.3 6096.81 8274.69 -4225.16 2106.79 -2438.08
|
||||
0.61 16261 -5728.16 -9956.28 4008.71 27150.5 -14908.3 -16261 5728.16 9956.28 -4008.71 2718.32 -2276.18
|
||||
0.62 17064.9 -5199.98 -11269.9 3676.65 30601.2 -13551.6 -17064.9 5199.98 11269.9 -3676.65 3208.43 -2048.37
|
||||
0.63 17281.6 -4559.44 -12115.1 3262.62 32802.4 -11901.4 -17281.6 4559.44 12115.1 -3262.62 3542.98 -1776.97
|
||||
0.64 16877.1 -3853.49 -12423.9 2802.65 33566.7 -10078.1 -16877.1 3853.49 12423.9 -2802.65 3705.13 -1482.38
|
||||
0.65 15858.8 -3129.19 -12160.5 2332.28 32797.6 -8204.53 -15858.8 3129.19 12160.5 -2332.28 3683.7 -1183.05
|
||||
0.66 14281.5 -2434.69 -11323.1 1884.16 30500.6 -6406.54 -14281.5 2434.69 11323.1 -1884.16 3468.71 -897.528
|
||||
0.67 12244.2 -1817.54 -9951.17 1485.63 26793.2 -4807 -12244.2 1817.54 9951.17 -1485.63 3060.31 -645.617
|
||||
0.68 9876.44 -1318.83 -8129.09 1156.37 21906 -3510.61 -9876.44 1318.83 8129.09 -1156.37 2481.26 -445.886
|
||||
0.69 7321.24 -964.658 -5979.68 906.534 16160.7 -2583.73 -7321.24 964.658 5979.68 -906.534 1778.38 -310.245
|
||||
0.7 4719.29 -759.295 -3646.25 736.131 9928.99 -2038.4 -4719.29 759.295 3646.25 -736.131 1009.77 -239.49
|
||||
0.71 2197.32 -684.186 -1272.77 635.83 3589.47 -1829.1 -2197.32 684.186 1272.77 -635.83 228.827 -223.455
|
||||
0.72 -138.771 -703.076 1007.62 588.7 -2500.85 -1863.77 138.771 703.076 -1007.62 -588.7 -522.024 -245.459
|
||||
0.73 -2206.19 -770.183 3074.21 572.33 -8016.97 -2023.3 2206.19 770.183 -3074.21 -572.33 -1205.67 -287.251
|
||||
0.74 -3943.88 -837.626 4817.95 561.038 -12670.9 -2181.82 3943.88 837.626 -4817.95 -561.038 -1782.92 -331.057
|
||||
0.75 -5310.01 -860.648 6146.17 528.292 -16224.9 -2222.79 5310.01 860.648 -6146.17 -528.292 -2213.66 -359.155
|
||||
0.76 -6281.14 -801.41 6993.71 449.458 -18514.1 -2050.17 6281.14 801.41 -6993.71 -449.458 -2467.01 -354.061
|
||||
0.77 -6855.09 -632.231 7333.84 304.631 -19470.2 -1595.51 6855.09 632.231 -7333.84 -304.631 -2531.32 -301.186
|
||||
0.78 -7056.06 -337.668 7182.55 81.0105 -19131.8 -820.712 7056.06 337.668 -7182.55 -81.0105 -2415.88 -192.291
|
||||
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|
||||
0.8 -6583.99 630.673 5658.44 -610.682 -15226.7 1700.78 6583.99 -630.673 -5658.44 610.682 -1748.61 191.241
|
||||
0.81 -6094.14 1281.88 4484.01 -1060.8 -12187.2 3391.68 6094.14 -1281.88 -4484.01 1060.8 -1264.83 453.946
|
||||
0.82 -5574.51 2014.14 3199.58 -1555.16 -8861.78 5290.55 5574.51 -2014.14 -3199.58 1555.16 -736.968 751.869
|
||||
0.83 -5121.02 2791.02 1939.17 -2066.75 -5601.94 7302.15 5121.02 -2791.02 -1939.17 2066.75 -215.571 1070.92
|
||||
0.84 -4808.64 3564.46 829.439 -2564.52 -2736.15 9302.45 4808.64 -3564.46 -829.439 2564.52 247.835 1390.92
|
||||
0.85 -4685.51 4278.58 -23.9155 -3016.01 -537.803 11148.4 4685.51 -4278.58 23.9155 3016.01 609.549 1687.31
|
||||
0.86 -4772.31 4877.2 -545.484 -3390.24 796.517 12695.9 4772.31 -4877.2 545.484 3390.24 839.936 1935.66
|
||||
0.87 -5065.23 5311.97 -693.155 -3660.5 1155.53 13819.7 5065.23 -5311.97 693.155 3660.5 923.935 2116.22
|
||||
0.88 -5540.38 5548.26 -456.78 -3806.51 512.544 14429 5540.38 -5548.26 456.78 3806.51 857.795 2215.82
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||||
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0.95 -9138.79 1962.79 6876.32 -1426.17 -18542.9 5131.95 9138.79 -1962.79 -6876.32 1426.17 -2086.07 756.422
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1.03 2912.08 -2212.9 -546.105 1494.32 1705.07 -5745.17 -2912.08 2212.9 546.105 -1494.32 -66.7575 -893.525
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1.04 5100.65 -2165.06 -2725.31 1506.6 7510.54 -5633.61 -5100.65 2165.06 2725.31 -1506.6 665.408 -861.558
|
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1.05 7138.77 -2052.49 -4823.22 1473.68 13092.8 -5354.53 -7138.77 2052.49 4823.22 -1473.68 1376.9 -802.939
|
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1.06 8933.15 -1913.18 -6710.14 1417.73 18109.5 -5006.05 -8933.15 1913.18 6710.14 -1417.73 2020.91 -733.504
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1.07 10400.3 -1782.65 -8267.89 1360.81 22250.2 -4679.41 -10400.3 1782.65 8267.89 -1360.81 2553.5 -668.546
|
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1.08 11472.9 -1690.76 -9399.41 1322.61 25260.5 -4450.98 -11472.9 1690.76 9399.41 -1322.61 2937.72 -621.292
|
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1.09 12105.7 -1659.69 -10037.9 1318.53 26965.6 -4377.44 -12105.7 1659.69 10037.9 -1318.53 3148.09 -601.636
|
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1.1 12281.3 -1702.99 -10153.1 1358.21 27285.8 -4493.52 -12281.3 1702.99 10153.1 -1358.21 3173.54 -615.46
|
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1.11 12012 -1825.21 -9753.72 1444.58 26243.4 -4811.09 -12012 1825.21 9753.72 -1444.58 3017.76 -664.549
|
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1.12 11338.7 -2021.78 -8885.33 1573.75 23958.4 -5318.6 -11338.7 2021.78 8885.33 -1573.75 2697.59 -746.75
|
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1.13 10326.1 -2278.86 -7625.35 1735.35 20635.2 -5980.51 -10326.1 2278.86 7625.35 -1735.35 2240.82 -856.079
|
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1.14 9055 -2573.55 -6075.99 1913.6 16543.9 -6737.86 -9055 2573.55 6075.99 -1913.6 1684.08 -982.798
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1.15 7614.13 -2875.01 -4355.71 2088.77 11996.6 -7511.21 -7614.13 2875.01 4355.71 -2088.77 1070.59 -1113.82
|
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1.16 6092.97 -3147 -2589.78 2239.07 7322.47 -8207.23 -6092.97 3147 2589.78 -2239.07 446.876 -1233.76
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1.17 4576.25 -3351.74 -900.505 2342.73 2842.84 -8728.61 -4576.25 3351.74 900.505 -2342.73 -141.33 -1326.6
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1.18 3140.17 -3454.49 601.772 2380.12 -1152.09 -8985.78 -3140.17 3454.49 -601.772 -2380.12 -653.23 -1377.68
|
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|
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1.21 -110.228 -2930.71 3204.69 1968.14 -8163.35 -7604.76 110.228 2930.71 -3204.69 -1968.14 -1450.7 -1187.38
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1.22 -731.946 -2462.88 3315.83 1645.48 -8519.23 -6386.66 731.946 2462.88 -3315.83 -1645.48 -1428.25 -1001.98
|
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1.23 -1117.99 -1869.64 3065.85 1242.26 -7928.48 -4845.07 1117.99 1869.64 -3065.85 -1242.26 -1269.07 -763.861
|
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1.24 -1297.27 -1178.29 2511.42 775.491 -6538.99 -3050.62 1297.27 1178.29 -2511.42 -775.491 -995.259 -484.25
|
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1.25 -1317.17 -422.739 1734.45 267.19 -4564.6 -1090.86 1317.17 422.739 -1734.45 -267.19 -638.739 -177.358
|
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1.26 -1238.36 358.848 834.211 -257.341 -2264.74 935.862 1238.36 -358.848 -834.211 257.341 -237.893 140.682
|
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1.27 -1127.83 1126.46 -82.2711 -771.494 80.4164 2926.41 1127.83 -1126.46 82.2711 771.494 166.397 452.977
|
||||
1.28 -1051.35 1840.65 -910.007 -1249.41 2195.62 4778.96 1051.35 -1840.65 910.007 1249.41 534.399 742.996
|
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1.29 -1066.73 2465.1 -1554.93 -1667.95 3834.25 6399.66 1066.73 -2465.1 1554.93 1667.95 830.523 995.649
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1.3 -1218.91 2969.35 -1941.31 -2008.4 4798.12 7709.69 1218.91 -2969.35 1941.31 2008.4 1025.82 1198.35
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1.31 -1537.02 3331.44 -2017.46 -2257.8 4952.23 8652.25 1537.02 -3331.44 2017.46 2257.8 1100.13 1342.07
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1.32 -2033.27 3540.18 -1759.31 -2409.76 4234.09 9198.27 2033.27 -3540.18 1759.31 2409.76 1043.83 1422.27
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1.33 -2702.94 3596.25 -1171.89 -2464.79 2657.16 9349.4 2702.94 -3596.25 1171.89 2464.79 858.512 1439.36
|
||||
1.34 -3524.83 3511.98 -288.52 -2429.93 308.871 9137.29 3524.83 -3511.98 288.52 2429.93 556.691 1398.65
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1.35 -4462.11 3309.57 832.004 -2317.9 -2656.45 8619.18 4462.11 -3309.57 -832.004 2317.9 160.441 1309.53
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1.36 -5463.76 3018.29 2109.84 -2145.78 -6029.04 7870.59 5463.76 -3018.29 -2109.84 2145.78 -300.481 1184.29
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1.37 -6467.12 2671.11 3449.97 -1933.39 -9559.09 6976.59 6467.12 -2671.11 -3449.97 1933.39 -790.821 1036.75
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1.38 -7401.89 2301.39 4749.3 -1701.47 -12975.6 6023.24 7401.89 -2301.39 -4749.3 1701.47 -1272.32 880.934
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1.39 -8195.53 1940.03 5904.85 -1469.84 -16007.9 5090.13 8195.53 -1940.03 -5904.85 1469.84 -1706.61 729.947
|
||||
1.4 -8779.59 1613.2 6822.25 -1255.72 -18408.2 4244.65 8779.59 -1613.2 -6822.25 1255.72 -2058.52 594.943
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1.41 -9096.03 1340.71 7423.86 -1072.3 -19972.4 3537.79 9096.03 -1340.71 -7423.86 1072.3 -2299.14 484.347
|
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1.42 -9102.68 1134.89 7655.23 -927.787 -20557.3 3001.36 9102.68 -1134.89 -7655.23 927.787 -2408.39 403.302
|
||||
1.43 -8776.78 999.94 7489.29 -824.837 -20091.5 2646.42 8776.78 -999.94 -7489.29 824.837 -2376.42 353.402
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1.44 -8116.56 931.796 6927.92 -760.632 -18579.7 2462.69 8116.56 -931.796 -6927.92 760.632 -2204.07 332.693
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||||
1.45 -7140.7 918.457 6001.14 -727.39 -16101 2419.48 7140.7 -918.457 -6001.14 727.39 -1902.41 335.89
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||||
1.46 -5886.39 941.024 4764.14 -713.344 -12800.8 2468.22 5886.39 -941.024 -4764.14 713.344 -1491.67 354.847
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||||
1.47 -4406.42 975.507 3292.79 -704.078 -8878.74 2547.22 4406.42 -975.507 -3292.79 704.078 -999.614 379.299
|
||||
1.48 -2765.91 995.397 1677.76 -684.088 -4573.86 2588.26 2765.91 -995.397 -1677.76 684.088 -459.431 397.932
|
||||
1.49 -1038.71 974.735 17.9648 -638.437 -146.753 2524.53 1038.71 -974.735 -17.9648 638.437 92.8587 399.67
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||||
1.5 696.502 891.212 -1586.61 -554.338 4138.7 2298.65 -696.502 -891.212 1586.61 554.338 621.142 374.982
|
||||
1.51 2360.6 728.806 -3041.93 -422.531 8033.91 1869.44 -2360.6 -728.806 3041.93 422.531 1091.89 316.977
|
||||
1.52 3878.94 479.558 -4266.52 -238.317 11323 1216.55 -3878.94 -479.558 4266.52 238.317 1476.56 222.127
|
||||
1.53 5186.4 144.331 -5197.2 -2.16446 13838.1 342.415 -5186.4 -144.331 5197.2 2.16446 1753.52 90.5777
|
||||
1.54 6232.14 -267.375 -5793.53 280.147 15470.9 -728.225 -6232.14 267.375 5793.53 -280.147 1909.64 -73.8991
|
||||
1.55 6983.23 -738.382 -6040.4 597.876 16180.1 -1950.89 -6983.23 738.382 6040.4 -597.876 1941.11 -264.252
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||||
1.56 7426.62 -1245.33 -5948.59 936.115 15992.1 -3265.24 -7426.62 1245.33 5948.59 -936.115 1853.68 -470.739
|
||||
1.57 7569.2 -1760.49 -5553.01 1276.97 14997.1 -4599.75 -7569.2 1760.49 5553.01 -1276.97 1661.89 -681.703
|
||||
1.58 7435.99 -2253.82 -4908.85 1600.99 13339 -5877 -7435.99 2253.82 4908.85 -1600.99 1387.52 -884.473
|
||||
1.59 7067 -2695.16 -4086.24 1888.79 11201.2 -7019.15 -7067 2695.16 4086.24 -1888.79 1057.52 -1066.33
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||||
1.6 6513.16 -3056.4 -3164.01 2122.64 8790.48 -7953.75 -6513.16 3056.4 3164.01 -2122.64 701.546 -1215.46
|
||||
1.61 5832 -3313.82 -2223.13 2287.86 6319.78 -8619.55 -5832 3313.82 2223.13 -2287.86 349.615 -1321.93
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||||
1.62 5083.52 -3450.12 -1340.56 2374.1 3991.87 -8971.87 -5083.52 3450.12 1340.56 -2374.1 29.8054 -1378.49
|
||||
1.63 4326.11 -3456.08 -583.554 2376.08 1984.43 -8986.94 -4326.11 3456.08 583.554 -2376.08 -233.77 -1381.3
|
||||
1.64 3612.95 -3331.59 -5.02643 2294.07 437.763 -8664.44 -3612.95 3331.59 5.02643 -2294.07 -422.683 -1330.32
|
||||
1.65 2988.46 -3085.69 360.042 2133.74 -554.652 -8027.73 -2988.46 3085.69 -360.042 -2133.74 -525.473 -1229.32
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||||
1.66 2485.34 -2735.69 496.769 1905.74 -951.955 -7121.55 -2485.34 2735.69 -496.769 -1905.74 -538.352 -1085.53
|
||||
1.67 2122.06 -2305.5 411.017 1624.69 -767.764 -6007.6 -2122.06 2305.5 -411.017 -1624.69 -465.286 -908.912
|
||||
1.68 1901.52 -1823.28 128.415 1308.04 -67.7738 -4758.62 -1901.52 1823.28 -128.415 -1308.04 -317.472 -711.226
|
||||
1.69 1811.06 -1318.96 -308.193 974.592 1036.84 -3451.9 -1811.06 1318.96 308.193 -974.592 -112.263 -504.984
|
||||
1.7 1823.97 -821.749 -842.731 642.986 2399.82 -2162.82 -1823.97 821.749 842.731 -642.986 128.374 -302.422
|
||||
1.71 1902.45 -357.975 -1410.97 330.279 3853.13 -959.351 -1902.45 357.975 1410.97 -330.279 379.774 -114.575
|
||||
1.72 2001.6 50.7154 -1946.25 50.6514 5222.03 102.643 -2001.6 -50.7154 1946.25 -50.6514 616.724 49.5031
|
||||
1.73 2073.9 388.691 -2385.28 -185.585 6340.22 982.749 -2073.9 -388.691 2385.28 185.585 815.624 183.324
|
||||
1.74 2073.61 647.208 -2673.41 -372.613 7063.81 1658.28 -2073.61 -647.208 2673.41 372.613 956.433 283.349
|
||||
1.75 1960.73 824.792 -2768.96 -509.323 7282.69 2125.24 -1960.73 -824.792 2768.96 509.323 1024.21 349.135
|
||||
1.76 1704.2 927.088 -2646.25 -599.112 6928.62 2398.01 -1704.2 -927.088 2646.25 599.112 1010.12 383.251
|
||||
1.77 1284.33 966.131 -2297.26 -649.283 5979.81 2507.44 -1284.33 -966.131 2297.26 649.283 911.952 390.949
|
||||
1.78 694.433 959.024 -1731.99 -670.118 4461.85 2497.48 -694.433 -959.024 1731.99 670.118 734.13 379.589
|
||||
1.79 -58.2867 926.084 -977.502 -673.715 2445.26 2420.39 58.2867 -926.084 977.502 673.715 487.245 357.856
|
||||
1.8 -952.677 888.619 -75.7424 -672.685 40.0385 2331.02 952.677 -888.619 75.7424 672.685 187.189 334.835
|
||||
1.81 -1954.48 866.606 919.601 -678.846 -2612.69 2280.78 1954.48 -866.606 -919.601 678.846 -146.114 319.036
|
||||
1.82 -3018.2 876.544 1947.14 -702.021 -5351.15 2312.13 3018.2 -876.544 -1947.14 702.021 -490.263 317.502
|
||||
1.83 -4090.05 929.764 2942.38 -749.044 -8005.02 2454.19 4090.05 -929.764 -2942.38 749.044 -822.12 335.099
|
||||
1.84 -5111.74 1031.36 3842.59 -823.083 -10408.2 2720.02 5111.74 -1031.36 -3842.59 823.083 -1119.57 374.065
|
||||
1.85 -6024.81 1179.82 4591.43 -923.305 -12411.1 3105.63 6024.81 -1179.82 -4591.43 923.305 -1363.17 433.842
|
||||
1.86 -6775.13 1367.31 5143.11 -1044.93 -13891.7 3590.75 6775.13 -1367.31 -5143.11 1044.93 -1537.59 511.177
|
||||
1.87 -7316.91 1580.46 5465.55 -1179.67 -14764 4140.94 7316.91 -1580.46 -5465.55 1179.67 -1632.63 600.456
|
||||
1.88 -7615.96 1801.68 5542.4 -1316.49 -14983.3 4710.8 7615.96 -1801.68 -5542.4 1316.49 -1643.88 694.224
|
||||
1.89 -7651.93 2010.6 5373.69 -1442.58 -14548.2 5247.96 7651.93 -2010.6 -5373.69 1442.58 -1572.84 783.849
|
||||
1.9 -7419.41 2185.94 4975.26 -1544.64 -13499.2 5697.55 7419.41 -2185.94 -4975.26 1544.64 -1426.54 860.271
|
||||
1.91 -6928.09 2307.26 4376.95 -1610.01 -11914.1 6006.98 6928.09 -2307.26 -4376.95 1610.01 -1216.79 914.802
|
||||
1.92 -6201.92 2356.87 3620.05 -1627.95 -9901 6130.69 6201.92 -2356.87 -3620.05 1627.95 -959.131 939.916
|
||||
1.93 -5277.51 2321.51 2753.93 -1590.6 -7590.25 6034.57 5277.51 -2321.51 -2753.93 1590.6 -671.556 929.956
|
||||
1.94 -4201.9 2193.73 1832.47 -1493.81 -5124.25 5699.48 4201.9 -2193.73 -1832.47 1493.81 -373.161 881.716
|
||||
1.95 -3029.52 1972.8 910.156 -1337.55 -2647.71 5123.6 3029.52 -1972.8 -910.156 1337.55 -82.7571 794.8
|
||||
1.96 -1818.78 1664.98 38.3852 -1126.06 -297.595 4323.18 1818.78 -1664.98 -38.3852 1126.06 182.439 671.746
|
||||
1.97 -628.203 1283.11 -737.974 -867.578 1805.94 3331.46 628.203 -1283.11 737.974 867.578 407.98 517.854
|
||||
1.98 487.552 845.604 -1383.46 -573.712 3567.25 2196.05 -487.552 -845.604 1383.46 573.712 583.114 340.757
|
||||
1.99 1481.32 374.907 -1874.09 -258.602 4920.86 974.934 -1481.32 -374.907 1874.09 258.602 701.405 149.788
|
||||
2 2316.49 -104.382 -2198.53 62.1875 5834.6 -268.346 -2316.49 104.382 2198.53 -62.1875 760.991 -44.8003
|
||||
2.01 2969.08 -567.459 -2358.18 372.857 6310.07 -1469.72 -2969.08 567.459 2358.18 -372.857 764.471 -232.654
|
||||
2.02 3428.75 -991.203 -2366.26 658.57 6380.32 -2569.49 -3428.75 991.203 2366.26 -658.57 718.448 -404.117
|
||||
2.03 3698.63 -1355.84 -2246.02 906.556 6105.29 -3516.59 -3698.63 1355.84 2246.02 -906.556 632.774 -550.934
|
||||
2.04 3794.26 -1646.3 -2028.3 1107.02 5565.33 -4272.06 -3794.26 1646.3 2028.3 -1107.02 519.578 -666.835
|
||||
2.05 3741.55 -1853.15 -1748.62 1253.8 4853.67 -4811.51 -3741.55 1853.15 1748.62 -1253.8 392.181 -747.937
|
||||
2.06 3574.35 -1973.14 -1444.12 1344.69 4068.37 -5126.45 -3574.35 1973.14 1444.12 -1344.69 263.992 -792.969
|
||||
2.07 3331.49 -2009.24 -1150.69 1381.4 3304.6 -5224.43 -3331.49 2009.24 1150.69 -1381.4 147.479 -803.283
|
||||
2.08 3053.67 -1970.18 -900.247 1369.29 2647.46 -5127.9 -3053.67 1970.18 900.247 -1369.29 53.2768 -782.649
|
||||
2.09 2780.27 -1869.54 -718.506 1316.68 2166.04 -4871.77 -2780.27 1869.54 718.506 -1316.68 -10.5172 -736.862
|
||||
2.1 2546.28 -1724.38 -623.299 1234 1908.73 -4499.98 -2546.28 1724.38 623.299 -1234 -38.8346 -673.16
|
||||
2.11 2379.54 -1553.56 -623.476 1132.78 1900.32 -4061.14 -2379.54 1553.56 623.476 -1132.78 -29.8956 -599.521
|
||||
2.12 2298.47 -1375.93 -718.519 1024.58 2140.78 -3603.88 -2298.47 1375.93 718.519 -1024.58 14.779 -523.909
|
||||
2.13 2310.68 -1208.6 -898.866 919.918 2606 -3172.26 -2310.68 1208.6 898.866 -919.918 90.6034 -453.529
|
||||
2.14 2412.41 -1065.36 -1146.93 827.414 3250.41 -2801.89 -2412.41 1065.36 1146.93 -827.414 190.393 -394.194
|
||||
2.15 2589.07 -955.608 -1438.75 753.038 4011.22 -2516.98 -2589.07 955.608 1438.75 -753.038 305.021 -349.842
|
||||
2.16 2816.65 -883.634 -1746.04 699.69 4813.92 -2328.64 -2816.65 883.634 1746.04 -699.69 424.202 -322.261
|
||||
2.17 3063.98 -848.526 -2038.61 667.061 5578.51 -2234.56 -3063.98 848.526 2038.61 -667.061 537.331 -311.02
|
||||
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2.51 1127.23 -340.538 -762.198 226.563 2057.72 -882.883 -1127.23 340.538 762.198 -226.563 228.875 -138.731
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2.52 1106.71 -349.649 -714.662 248.45 1945.27 -911.85 -1106.71 349.649 714.662 -248.45 198.715 -137.096
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2.53 1055.36 -352.834 -643.219 266.003 1768.46 -925.304 -1055.36 352.834 643.219 -266.003 161.198 -133.198
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2.57 1066.21 -510.967 -439.447 415.381 1280.27 -1350.04 -1066.21 510.967 439.447 -415.381 38.0663 -182.864
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2.59 1444.21 -747.69 -560.217 578.443 1630.64 -1965.69 -1444.21 747.69 560.217 -578.443 50.0088 -277.383
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2.6 1737.29 -898.23 -694.861 677.126 2002.86 -2355.53 -1737.29 898.23 694.861 -677.126 81.7253 -339.156
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2.61 2082.64 -1058.24 -874.077 779.757 2492.4 -2769.15 -2082.64 1058.24 874.077 -779.757 129.831 -405.582
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2.62 2458.77 -1215.82 -1088.49 878.938 3073.53 -3175.82 -2458.77 1215.82 1088.49 -878.938 191.951 -471.647
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2.64 3194.66 -1471.77 -1566.77 1034.79 4357.89 -3834.55 -3194.66 1471.77 1566.77 -1034.79 342.425 -580.762
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2.65 3494.9 -1545.56 -1796 1076.25 4967.58 -4023.29 -3494.9 1545.56 1796 -1076.25 420.434 -613.397
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2.66 3711.48 -1569.96 -1993.51 1085.26 5488.12 -4084.1 -3711.48 1569.96 1993.51 -1085.26 492.416 -625.772
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2.67 3819.71 -1538.72 -2140.89 1058.03 5870.34 -4000.96 -3819.71 1538.72 2140.89 -1058.03 552.317 -615.21
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2.68 3800.66 -1449.34 -2221.68 993.149 6070.57 -3767.43 -3800.66 1449.34 2221.68 -993.149 594.471 -580.604
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2.69 3642.72 -1303.32 -2222.68 891.742 6054.01 -3387.43 -3642.72 1303.32 2222.68 -891.742 614.024 -522.532
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2.7 3342.62 -1106.12 -2134.98 757.404 5797.63 -2875.11 -3342.62 1106.12 2134.98 -757.404 607.323 -443.243
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2.71 2905.94 -866.767 -1954.86 595.965 5292.35 -2253.81 -2905.94 866.767 1954.86 -595.965 572.242 -346.486
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2.72 2346.85 -597.201 -1684.24 415.05 4544.31 -1554.37 -2346.85 597.201 1684.24 -415.05 508.404 -237.229
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2.73 1687.35 -311.314 -1330.8 223.498 3575.11 -812.681 -1687.35 311.314 1330.8 -223.498 417.298 -121.26
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2.74 955.814 -23.8683 -907.726 30.6836 2420.92 -66.8706 -955.814 23.8683 907.726 -30.6836 302.254 -4.73418
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2.75 185.175 250.654 -432.967 -154.195 1130.61 645.648 -185.175 -250.654 432.967 154.195 168.292 106.313
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2.76 -589.272 499.168 71.7593 -322.795 -237.123 1291.07 589.272 -499.168 -71.7593 322.795 21.8447 206.436
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2.78 -2010.33 878.385 1073.58 -585.56 -2942.64 2277.75 2010.33 -878.385 -1073.58 585.56 -278.109 357.404
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2.79 -2594.9 997.415 1521.2 -672.028 -4148.06 2588.79 2594.9 -997.415 -1521.2 672.028 -415.55 403.455
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2.8 -3063.03 1067.69 1903.03 -727.218 -5174.68 2773.82 3063.03 -1067.69 -1903.03 727.218 -534.405 429.247
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2.81 -3399.21 1092.38 2200.66 -752.933 -5973.83 2840.97 3399.21 -1092.38 -2200.66 752.933 -628.161 436.18
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||||
2.82 -3596.04 1077.76 2400.69 -752.913 -6510.28 2806.33 3596.04 -1077.76 -2400.69 752.913 -691.797 426.945
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||||
2.83 -3654.53 1032.43 2495.61 -732.403 -6764.67 2692.06 3654.53 -1032.43 -2495.61 732.403 -722.158 405.226
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||||
2.84 -3583.64 966.515 2484.34 -697.593 -6734.81 2524.21 3583.64 -966.515 -2484.34 697.593 -718.206 375.332
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||||
2.85 -3399.48 890.642 2372.32 -655.013 -6435.84 2330.15 3399.48 -890.642 -2372.32 655.013 -681.12 341.776
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||||
2.86 -3123.86 814.95 2171.13 -610.905 -5899.15 2135.99 3123.86 -814.95 -2171.13 610.905 -614.232 308.857
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||||
2.87 -2782.53 748.167 1897.64 -570.65 -5170.12 1964.23 2782.53 -748.167 -1897.64 570.65 -522.809 280.265
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||||
2.88 -2403.2 696.833 1572.83 -538.298 -4304.8 1831.74 2403.2 -696.833 -1572.83 538.298 -413.683 258.761
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||||
2.89 -2013.41 664.753 1220.21 -516.228 -3365.88 1748.32 2013.41 -664.753 -1220.21 516.228 -294.759 245.938
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||||
2.9 -1638.6 652.715 864.183 -504.982 -2418.11 1716.03 1638.6 -652.715 -864.183 504.982 -174.441 242.113
|
||||
2.91 -1300.24 658.51 528.207 -503.274 -1523.61 1729.21 1300.24 -658.51 -528.207 503.274 -61.0137 246.325
|
||||
2.92 -1014.52 677.234 233.143 -508.173 -737.399 1775.23 1014.52 -677.234 -233.143 508.173 37.9692 256.471
|
||||
2.93 -791.341 701.844 -4.26619 -515.444 -103.451 1835.99 791.341 -701.844 4.26619 515.444 116.25 269.54
|
||||
2.94 -633.896 723.921 -172.585 -520.005 348.421 1889.83 633.896 -723.921 172.585 520.005 169.335 281.929
|
||||
2.95 -538.74 734.535 -266.481 -516.472 604.61 1913.79 538.74 -734.535 266.481 516.472 194.832 289.815
|
||||
2.96 -496.379 725.169 -287.054 -499.716 668.525 1885.97 496.379 -725.169 287.054 499.716 192.637 289.541
|
||||
2.97 -492.299 688.581 -241.681 -465.414 560.112 1787.75 492.299 -688.581 241.681 465.414 164.932 277.989
|
||||
2.98 -508.374 619.563 -143.366 -410.515 314.076 1605.79 508.374 -619.563 143.366 410.515 116.022 252.895
|
||||
2.99 -524.539 515.509 -9.64291 -333.593 -23.0548 1333.44 524.539 -515.509 9.64291 333.593 51.9835 213.091
|
||||
3 -520.598 376.755 138.88 -235.06 -396.826 971.608 520.598 -376.755 -138.88 235.06 -19.813 158.656
|
||||
3.01 -478.035 206.658 280.24 -117.206 -749.413 529.034 478.035 -206.658 -280.24 117.206 -91.3057 90.9414
|
||||
3.02 -381.672 11.4157 392.96 15.9243 -1024.48 21.7453 381.672 -11.4157 -392.96 -15.9243 -154.397 12.5018
|
||||
3.03 -221.056 -200.38 457.865 158.807 -1171.97 -528.044 221.056 200.38 -457.865 -158.807 -201.621 -73.0957
|
||||
3.04 8.54265 -418.389 459.726 304.852 -1152.41 -1093.62 -8.54265 418.389 -459.726 -304.852 -226.771 -161.544
|
||||
3.05 305.595 -631.334 388.608 446.908 -940.395 -1645.87 -305.595 631.334 -388.608 -446.908 -225.428 -248.136
|
||||
3.06 662.274 -827.898 240.803 577.811 -527.055 -2155.55 -662.274 827.898 -240.803 -577.811 -195.354 -328.142
|
||||
3.07 1064.91 -997.613 19.2827 690.943 78.8677 -2595.65 -1064.91 997.613 -19.2827 -690.943 -136.716 -397.188
|
||||
3.08 1494.88 -1131.69 -266.379 780.738 851.258 -2943.47 -1494.88 1131.69 266.379 -780.738 -52.1221 -451.598
|
||||
3.09 1929.9 -1223.68 -600.599 843.103 1748.26 -3182.35 -1929.9 1223.68 600.599 -843.103 53.5359 -488.677
|
||||
3.1 2345.6 -1269.94 -962.869 875.706 2715.18 -3302.92 -2345.6 1269.94 962.869 -875.706 173.425 -506.914
|
||||
3.11 2717.21 -1269.89 -1329.24 878.127 3688.44 -3303.61 -2717.21 1269.89 1329.24 -878.127 299.269 -506.07
|
||||
3.12 3021.33 -1225.94 -1674.08 851.843 4600.27 -3190.66 -3021.33 1225.94 1674.08 -851.843 421.974 -487.173
|
||||
3.13 3237.65 -1143.25 -1972.07 800.059 5383.88 -2977.35 -3237.65 1143.25 1972.07 -800.059 532.32 -452.399
|
||||
3.14 3350.39 -1029.22 -2200.09 727.405 5978.57 -2682.8 -3350.39 1029.22 2200.09 -727.405 621.685 -404.869
|
||||
3.15 3349.46 -892.854 -2339.08 639.52 6334.51 -2330.2 -3349.46 892.854 2339.08 -639.52 682.72 -348.365
|
||||
3.16 3231.23 -743.955 -2375.55 542.565 6416.71 -1944.86 -3231.23 743.955 2375.55 -542.565 709.949 -287.008
|
||||
3.17 2998.83 -592.325 -2302.72 442.713 6207.95 -1552.07 -2998.83 592.325 2302.72 -442.713 700.213 -224.906
|
||||
3.18 2661.95 -446.958 -2121.1 345.647 5710.34 -1175.05 -2661.95 446.958 2121.1 -345.647 652.949 -165.821
|
||||
3.19 2236.22 -315.339 -1838.58 256.13 4945.46 -833.147 -2236.22 315.339 1838.58 -256.13 570.265 -112.872
|
||||
3.2 1742.13 -202.894 -1469.94 177.66 3953 -540.38 -1742.13 202.894 1469.94 -177.66 456.812 -68.3026
|
||||
3.21 1203.68 -112.64 -1035.84 112.255 2788.05 -304.581 -1203.68 112.64 1035.84 -112.255 319.456 -33.3386
|
||||
3.22 646.761 -45.0651 -561.326 60.3742 1517.2 -127.062 -646.761 45.0651 561.326 -60.3742 166.775 -8.13375
|
||||
3.23 97.4834 1.75621 -74.0734 20.9906 213.788 -2.91065 -97.4834 -1.75621 74.0734 -20.9906 8.43182 8.17929
|
||||
3.24 -419.527 31.8341 397.637 -8.21318 -1047.36 78.1534 419.527 -31.8341 -397.637 8.21318 -145.547 17.3488
|
||||
3.25 -882.654 50.7479 826.943 -30.5294 -2195.31 130.457 882.654 -50.7479 -826.943 30.5294 -285.516 21.7865
|
||||
3.26 -1274.59 65.0024 1190.34 -49.8293 -3168.09 170.713 1274.59 -65.0024 -1190.34 49.8293 -402.932 24.2946
|
||||
3.27 -1583.31 81.3135 1469.35 -70.1224 -3917.06 216.177 1583.31 -81.3135 -1469.35 70.1224 -490.984 27.7639
|
||||
3.28 -1802.64 105.892 1651.8 -95.1133 -4410.3 282.806 1802.64 -105.892 -1651.8 95.1133 -545.096 34.8699
|
||||
3.29 -1932.41 143.788 1732.64 -127.794 -4634.67 383.57 1932.41 -143.788 -1732.64 127.794 -563.251 47.7948
|
||||
3.3 -1978.17 198.353 1714.18 -170.109 -4596.42 527.06 1978.17 -198.353 -1714.18 170.109 -546.116 67.9999
|
||||
3.31 -1950.49 270.868 1605.78 -222.73 -4320.37 716.536 1950.49 -270.868 -1605.78 222.73 -496.96 96.067
|
||||
3.32 -1863.94 360.363 1422.98 -284.943 -3847.57 949.467 1863.94 -360.363 -1422.98 284.943 -421.364 131.624
|
||||
3.33 -1735.78 463.659 1186.21 -354.675 -3231.86 1217.62 1735.78 -463.659 -1186.21 354.675 -326.756 173.357
|
||||
3.34 -1584.47 575.601 919.049 -428.649 -2535.34 1507.69 1584.47 -575.601 -919.049 428.649 -221.803 219.115
|
||||
3.35 -1428.24 689.488 646.356 -502.65 -1823.36 1802.37 1428.24 -689.488 -646.356 502.65 -115.709 266.089
|
||||
3.36 -1283.6 797.647 392.246 -571.879 -1159.26 2081.89 1283.6 -797.647 -392.246 571.879 -17.4782 311.051
|
||||
3.37 -1164.13 892.097 178.195 -631.367 -599.385 2325.65 1164.13 -892.097 -178.195 631.367 64.7984 350.639
|
||||
3.38 -1079.46 965.25 21.3608 -676.407 -188.664 2514.1 1079.46 -965.25 -21.3608 676.407 124.582 381.647
|
||||
3.39 -1034.64 1010.58 -66.7377 -702.971 42.8223 2630.42 1034.64 -1010.58 66.7377 702.971 157.391 401.312
|
||||
3.4 -1029.86 1023.19 -81.07 -708.062 82.066 2662.02 1029.86 -1023.19 81.07 708.062 161.144 407.558
|
||||
3.41 -1060.55 1000.28 -23.4228 -689.99 -66.0352 2601.67 1060.55 -1000.28 23.4228 689.99 136.304 399.178
|
||||
3.42 -1117.89 941.384 97.8242 -648.536 -379.289 2448.2 1117.89 -941.384 -97.8242 648.536 85.8162 375.95
|
||||
3.43 -1189.6 848.424 268.452 -584.987 -820.21 2206.61 1189.6 -848.424 -268.452 584.987 14.854 338.657
|
||||
3.44 -1261.06 725.603 469.625 -502.052 -1339.25 1887.77 1261.06 -725.603 -469.625 502.052 -69.6231 289.04
|
||||
3.45 -1316.58 579.064 679.483 -403.663 -1879 1507.54 1316.58 -579.064 -679.483 403.663 -159.448 229.651
|
||||
3.46 -1340.72 416.407 874.97 -294.668 -2378.99 1085.56 1340.72 -416.407 -874.97 294.668 -245.921 163.66
|
||||
3.47 -1319.69 246.103 1033.76 -180.46 -2780.76 643.712 1319.69 -246.103 -1033.76 180.46 -320.527 94.5982
|
||||
3.48 -1242.51 76.8343 1136.13 -66.5697 -3032.74 204.419 1242.51 -76.8343 -1136.13 66.5697 -375.637 26.0842
|
||||
3.49 -1102.02 -83.1723 1166.57 41.7539 -3094.58 -211.061 1102.02 83.1723 -1166.57 -41.7539 -405.13 -38.4555
|
||||
3.5 -895.592 -226.752 1115.15 139.922 -2940.54 -584.212 895.592 226.752 -1115.15 -139.922 -404.897 -96.0448
|
||||
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|
||||
3.52 -298.686 -444.213 759.347 292.556 -1967.3 -1150.7 298.686 444.213 -759.347 -292.556 -310.743 -181.941
|
||||
3.53 73.1215 -512.918 468.034 343.538 -1183.32 -1330.6 -73.1215 512.918 -468.034 -343.538 -220.781 -208.156
|
||||
3.54 474.625 -555.041 120.097 377.521 -251.569 -1441.81 -474.625 555.041 -120.097 -377.521 -108.723 -223.313
|
||||
3.55 887.692 -573.139 -264.027 395.973 773.872 -1490.88 -887.692 573.139 264.027 -395.973 18.2076 -228.534
|
||||
3.56 1292.6 -571.38 -660.707 401.372 1830.57 -1488.53 -1292.6 571.38 660.707 -401.372 151.547 -225.611
|
||||
3.57 1669.37 -555.064 -1044.89 396.919 2852.43 -1448.38 -1669.37 555.064 1044.89 -396.919 282.243 -216.815
|
||||
3.58 1999.08 -530.077 -1392 386.186 3774.65 -1385.57 -1999.08 530.077 1392 -386.186 401.351 -204.656
|
||||
3.59 2265.14 -502.299 -1679.76 372.764 4538.55 -1315.26 -2265.14 502.299 1679.76 -372.764 500.72 -191.641
|
||||
3.6 2454.43 -477.044 -1889.86 359.904 5095.96 -1251.1 -2454.43 477.044 1889.86 -359.904 573.617 -180.028
|
||||
3.61 2558.1 -458.56 -2009.32 350.214 5412.74 -1204.06 -2558.1 458.56 2009.32 -350.214 615.222 -171.622
|
||||
3.62 2572.19 -449.651 -2031.4 345.42 5471.21 -1181.34 -2572.19 449.651 2031.4 -345.42 622.994 -167.612
|
||||
3.63 2497.77 -451.44 -1956.06 346.217 5271.35 -1185.85 -2497.77 451.44 1956.06 -346.217 596.832 -168.471
|
||||
3.64 2340.86 -463.293 -1789.87 352.229 4830.55 -1215.95 -2340.86 463.293 1789.87 -352.229 539.063 -173.927
|
||||
3.65 2111.91 -482.917 -1545.47 362.067 4182.17 -1265.75 -2111.91 482.917 1545.47 -362.067 454.235 -182.999
|
||||
3.66 1825.02 -506.614 -1240.52 373.481 3372.81 -1325.73 -1825.02 506.614 1240.52 -373.481 348.741 -194.107
|
||||
3.67 1496.97 -529.659 -896.317 383.603 2458.64 -1383.74 -1496.97 529.659 896.317 -383.603 230.307 -205.239
|
||||
3.68 1146 -546.79 -536.157 389.246 1501.09 -1426.23 -1146 546.79 536.157 -389.246 107.383 -214.144
|
||||
3.69 790.562 -552.736 -183.553 387.225 562.173 -1439.64 -790.562 552.736 183.553 -387.225 -11.515 -218.569
|
||||
3.7 448.136 -542.75 139.513 374.695 -300.092 -1411.77 -448.136 542.75 -139.513 -374.695 -118.448 -216.476
|
||||
3.71 134.06 -513.1 414.193 349.445 -1035.93 -1333.05 -134.06 513.1 -414.193 -349.445 -206.653 -206.253
|
||||
3.72 -139.395 -461.463 626.102 310.146 -1607.27 -1197.51 139.395 461.463 -626.102 -310.146 -271.032 -186.882
|
||||
3.73 -363.718 -387.196 766.278 256.515 -1990.33 -1003.54 363.718 387.196 -766.278 -256.515 -308.507 -158.051
|
||||
3.74 -534.562 -291.459 831.7 189.395 -2176.89 -754.169 534.562 291.459 -831.7 -189.395 -318.205 -120.208
|
||||
3.75 -651.822 -177.177 825.323 110.723 -2174.5 -456.984 651.822 177.177 -825.323 -110.723 -301.47 -74.547
|
||||
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|
||||
3.77 -744.682 87.7717 635.919 -68.8388 -1703.75 231.053 744.682 -87.7717 -635.919 68.8388 -204.009 32.2618
|
||||
3.78 -737.747 226.129 482.803 -161.851 -1313.61 590.097 737.747 -226.129 -482.803 161.851 -134.805 88.2907
|
||||
3.79 -710.427 359.351 315.049 -251.247 -883.938 935.761 710.427 -359.351 -315.049 251.247 -61.21 142.294
|
||||
3.8 -675.232 480.789 151.841 -332.799 -465.04 1250.87 675.232 -480.789 -151.841 332.799 9.51762 191.497
|
||||
3.81 -644.267 584.519 11.2195 -402.742 -104.237 1520.13 644.267 -584.519 -11.2195 402.742 70.5788 233.431
|
||||
3.82 -628.203 665.797 -91.3807 -458.051 157.963 1731.27 628.203 -665.797 91.3807 458.051 116.179 266.118
|
||||
3.83 -635.391 721.391 -144.364 -496.653 291.108 1875.96 635.391 -721.391 144.364 496.653 141.984 288.217
|
||||
3.84 -671.167 749.803 -140.87 -517.563 277.165 1950.3 671.167 -749.803 140.87 517.563 145.446 299.113
|
||||
3.85 -737.42 751.332 -79.2784 -520.926 111.845 1955.05 737.42 -751.332 79.2784 520.926 125.99 298.948
|
||||
3.86 -832.43 727.991 36.7214 -507.964 -195.193 1895.39 832.43 -727.991 -36.7214 507.964 85.0289 288.579
|
||||
3.87 -951.005 683.286 198.48 -480.838 -621.267 1780.37 951.005 -683.286 -198.48 480.838 25.8265 269.491
|
||||
3.88 -1084.89 621.875 393.139 -442.442 -1132.63 1621.98 1084.89 -621.875 -393.139 442.442 -46.7893 243.651
|
||||
3.89 -1223.41 549.144 604.707 -396.134 -1687.29 1434.1 1223.41 -549.144 -604.707 396.134 -126.833 213.327
|
||||
3.9 -1354.36 470.73 815.37 -345.445 -2238.45 1231.3 1354.36 -470.73 -815.37 345.445 -207.655 180.89
|
||||
3.91 -1464.9 392.047 1006.94 -293.778 -2738.34 1027.53 1464.9 -392.047 -1006.94 293.778 -282.48 148.612
|
||||
3.92 -1542.67 317.845 1162.32 -244.138 -3142 835.055 1542.67 -317.845 -1162.32 244.138 -344.951 118.48
|
||||
3.93 -1576.71 251.841 1266.84 -198.897 -3410.89 663.481 1576.71 -251.841 -1266.84 198.897 -389.631 92.041
|
||||
3.94 -1558.4 196.457 1309.44 -159.636 -3515.9 519.076 1558.4 -196.457 -1309.44 159.636 -412.42 70.2931
|
||||
3.95 -1482.18 152.684 1283.5 -127.052 -3439.64 404.425 1482.18 -152.684 -1283.5 127.052 -410.874 53.6262
|
||||
3.96 -1346.03 120.078 1187.37 -100.96 -3177.75 318.412 1346.03 -120.078 -1187.37 100.96 -384.374 41.8218
|
||||
3.97 -1151.75 96.891 1024.47 -80.3734 -2739.25 256.564 1151.75 -96.891 -1024.47 80.3734 -334.163 34.1091
|
||||
3.98 -904.875 80.3156 802.998 -63.6498 -2145.76 211.678 904.875 -80.3156 -802.998 63.6498 -263.23 29.2687
|
||||
3.99 -614.436 66.8278 535.324 -48.7064 -1429.91 174.706 614.436 -66.8278 -535.324 48.7064 -176.065 25.7778
|
||||
4 -292.362 52.5864 237.026 -33.2642 -632.78 135.78 292.362 -52.5864 -237.026 33.2642 -78.2982 21.9797
|
||||
400
examples/space_frame_3d_results/recorders/elem_6.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_6.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 2.80332 -3.31985 -4.39804 28.6026 8.50252 -5.85707 -2.80332 3.31985 4.39804 -28.6026 4.69158 -4.10249
|
||||
0.02 24.887 -25.9152 -34.8621 145.235 65.6407 -44.6865 -24.887 25.9152 34.8621 -145.235 38.9457 -33.059
|
||||
0.03 107.451 -99.5613 -135.383 392.528 246.291 -165.492 -107.451 99.5613 135.383 -392.528 159.858 -133.192
|
||||
0.04 308.374 -257.922 -351.472 784.467 610.961 -406.811 -308.374 257.922 351.472 -784.467 443.456 -366.957
|
||||
0.05 681.339 -523.124 -707.022 1318.89 1161.91 -773.98 -681.339 523.124 707.022 -1318.89 959.155 -795.391
|
||||
0.06 1268.58 -912.987 -1215.34 2000.94 1883.62 -1270.28 -1268.58 912.987 1215.34 -2000.94 1762.4 -1468.68
|
||||
0.07 2102.75 -1452.88 -1907.37 2838.14 2822.63 -1940.18 -2102.75 1452.88 1907.37 -2838.14 2899.47 -2418.46
|
||||
0.08 3190.46 -2159.08 -2822.55 3807.26 4077.83 -2842.29 -3190.46 2159.08 2822.55 -3807.26 4389.81 -3634.95
|
||||
0.09 4479.45 -2996.48 -3952.59 4849.21 5675.29 -3953.8 -4479.45 2996.48 3952.59 -4849.21 6182.49 -5035.65
|
||||
0.1 5846.34 -3859.98 -5199.12 5878.84 7463.56 -5116.58 -5846.34 3859.98 5199.12 -5878.84 8133.81 -6463.35
|
||||
0.11 7134.8 -4616.91 -6407.15 6813.18 9172.12 -6113.09 -7134.8 4616.91 6407.15 -6813.18 10049.3 -7737.63
|
||||
0.12 8224.57 -5180.41 -7455.54 7591.25 10597.7 -6812.58 -8224.57 5180.41 7455.54 -7591.25 11768.9 -8728.64
|
||||
0.13 9070.53 -5542.83 -8314.94 8166.48 11724.9 -7236.5 -9070.53 5542.83 8314.94 -8166.48 13220 -9391.98
|
||||
0.14 9677.59 -5737.82 -9014.18 8496.15 12651.7 -7474.78 -9677.59 5737.82 9014.18 -8496.15 14390.9 -9738.67
|
||||
0.15 10042.8 -5775.9 -9554.43 8537.2 13406.2 -7550.31 -10042.8 5775.9 9554.43 -8537.2 15257.1 -9777.38
|
||||
0.16 10124.8 -5624.01 -9864.86 8259.07 13856.7 -7383.49 -10124.8 5624.01 9864.86 -8259.07 15737.9 -9488.54
|
||||
0.17 9866.55 -5245.5 -9844.11 7662.07 13808.7 -6887.7 -9866.55 5245.5 9844.11 -7662.07 15723.7 -8848.8
|
||||
0.18 9239.31 -4647.9 -9436.43 6780.31 13171.6 -6075.82 -9239.31 4647.9 9436.43 -6780.31 15137.7 -7867.89
|
||||
0.19 8258.7 -3883 -8660.23 5670.81 12013.2 -5054.62 -8258.7 3883 8660.23 -5670.81 13967.5 -6594.37
|
||||
0.2 6964.79 -3004.83 -7567.88 4396.97 10457.6 -3923.07 -6964.79 3004.83 7567.88 -4396.97 12246 -5091.43
|
||||
0.21 5400.49 -2040.91 -6193.51 3020.9 8560.49 -2702.19 -5400.49 2040.91 6193.51 -3020.9 10020 -3420.53
|
||||
0.22 3618.78 -1011.69 -4552.24 1607.59 6304.3 -1378.83 -3618.78 1011.69 4552.24 -1607.59 7352.43 -1656.24
|
||||
0.23 1707.68 28.2402 -2687.62 228.771 3710.46 -4.91518 -1707.68 -28.2402 2687.62 -228.771 4352.4 89.6358
|
||||
0.24 -204.646 982.604 -706.502 -1041.56 928.662 1272.82 204.646 -982.604 706.502 1041.56 1190.85 1674.99
|
||||
0.25 -1983.24 1756.59 1244.43 -2140.36 -1801.84 2295.51 1983.24 -1756.59 -1244.43 2140.36 -1931.45 2974.24
|
||||
0.26 -3533.43 2309.64 3040.92 -3027.69 -4280.44 3000.89 3533.43 -2309.64 -3040.92 3027.69 -4842.31 3928.04
|
||||
0.27 -4820.34 2665.89 4621.55 -3688.57 -6430.7 3444.9 4820.34 -2665.89 -4621.55 3688.57 -7433.97 4552.75
|
||||
0.28 -5847.32 2875.79 5971.89 -4126.44 -8266.32 3722.16 5847.32 -2875.79 -5971.89 4126.44 -9649.36 4905.22
|
||||
0.29 -6618.54 2971.92 7076.56 -4356.06 -9789.16 3876.78 6618.54 -2971.92 -7076.56 4356.06 -11440.5 5038.98
|
||||
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|
||||
0.31 -7338.5 2847.3 8358.6 -4302.35 -11587.9 3756.24 7338.5 -2847.3 -8358.6 4302.35 -13487.9 4785.66
|
||||
0.32 -7271.55 2660.81 8447.51 -4107.65 -11705.7 3507.81 7271.55 -2660.81 -8447.51 4107.65 -13636.9 4474.61
|
||||
0.33 -6950.68 2447.61 8174.93 -3875.36 -11319 3228.36 6950.68 -2447.61 -8174.93 3875.36 -13205.8 4114.48
|
||||
0.34 -6427.91 2249.1 7597.23 -3658.53 -10527.1 2983.82 6427.91 -2249.1 -7597.23 3658.53 -12264.6 3763.47
|
||||
0.35 -5766.02 2088.77 6786.49 -3497.59 -9439.35 2795.96 5766.02 -2088.77 -6786.49 3497.59 -10920.1 3470.36
|
||||
0.36 -5034.29 1981.66 5816.51 -3418.51 -8147.85 2666.41 5034.29 -1981.66 -5816.51 3418.51 -9301.69 3278.58
|
||||
0.37 -4308.03 1949.02 4764.87 -3434.93 -6741.78 2616.24 4308.03 -1949.02 -4764.87 3434.93 -7552.83 3230.82
|
||||
0.38 -3661.67 2016.14 3717.7 -3549.36 -5329.97 2688.77 3661.67 -2016.14 -3717.7 3549.36 -5823.12 3359.65
|
||||
0.39 -3153.23 2192.29 2763.41 -3751.29 -4037.62 2910.41 3153.23 -2192.29 -2763.41 3751.29 -4252.6 3666.44
|
||||
0.4 -2809.59 2453.33 1975.53 -4014.62 -2974.82 3252.7 2809.59 -2453.33 -1975.53 4014.62 -2951.76 4107.3
|
||||
0.41 -2624.04 2745.59 1397.39 -4298.89 -2204.26 3636.12 2624.04 -2745.59 -1397.39 4298.89 -1987.92 4600.66
|
||||
0.42 -2567.39 3008.02 1039.95 -4555.23 -1734.18 3971.13 2567.39 -3008.02 -1039.95 4555.23 -1385.65 5052.92
|
||||
0.43 -2604.09 3193.57 892.388 -4734.33 -1538.53 4196.51 2604.09 -3193.57 -892.388 4734.33 -1138.64 5384.19
|
||||
0.44 -2702.45 3275 935.719 -4792.25 -1584.32 4285.45 2702.45 -3275 -935.719 4792.25 -1222.84 5539.54
|
||||
0.45 -2834.95 3237.24 1148.31 -4692.94 -1843.77 4225.81 2834.95 -3237.24 -1148.31 4692.94 -1601.17 5485.9
|
||||
0.46 -2972.25 3069.03 1500.49 -4409.34 -2283.81 4002.68 2972.25 -3069.03 -1500.49 4409.34 -2217.65 5204.4
|
||||
0.47 -3077.37 2762.2 1944.11 -3925.72 -2844.75 3599.93 3077.37 -2762.2 -1944.11 3925.72 -2987.59 4686.67
|
||||
0.48 -3104.25 2316.15 2407.55 -3241.39 -3428.63 3013.12 3104.25 -2316.15 -2407.55 3241.39 -3794.01 3935.32
|
||||
0.49 -3002.13 1740.55 2802.54 -2373.31 -3910.45 2256.46 3002.13 -1740.55 -2802.54 2373.31 -4497.17 2965.18
|
||||
0.5 -2724.21 1053.86 3040.95 -1355.28 -4167.53 1358 2724.21 -1053.86 -3040.95 1355.28 -4955.33 1803.58
|
||||
0.51 -2237.8 281.077 3052.1 -233.908 -4108.1 351.854 2237.8 -281.077 -3052.1 233.908 -5048.2 491.377
|
||||
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|
||||
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|
||||
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|
||||
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|
||||
0.56 2888.89 -3469.55 -1003.38 4971.79 1662.35 -4537.72 -2888.89 3469.55 1003.38 -4971.79 1347.78 -5870.94
|
||||
0.57 4114.86 -3875.46 -2459.48 5569.67 3669.08 -5067.58 -4114.86 3875.46 2459.48 -5569.67 3709.36 -6558.81
|
||||
0.58 5264.15 -4103.37 -3975.08 5941.12 5742.46 -5364.94 -5264.15 4103.37 3975.08 -5941.12 6182.77 -6945.16
|
||||
0.59 6283.8 -4159.74 -5461.61 6082.1 7758.3 -5440.17 -6283.8 4159.74 5461.61 -6082.1 8626.53 -7039.06
|
||||
0.6 7129.12 -4062.65 -6834.69 6003.72 9605.26 -5318.01 -7129.12 4062.65 6834.69 -6003.72 10898.8 -6869.93
|
||||
0.61 7761 -3835.87 -8014.5 5730.03 11182.9 -5029.09 -7761 3835.87 8014.5 -5730.03 12860.6 -6478.51
|
||||
0.62 8143.83 -3505.28 -8923.07 5295.94 12391.5 -4605.46 -8143.83 3505.28 8923.07 -5295.94 14377.7 -5910.38
|
||||
0.63 8247.74 -3098.08 -9486.93 4744.86 13131.5 -4080.79 -8247.74 3098.08 9486.93 -4744.86 15329.3 -5213.44
|
||||
0.64 8055.42 -2643.63 -9648.35 4125.28 13321.7 -3492.64 -8055.42 2643.63 9648.35 -4125.28 15623.4 -4438.24
|
||||
0.65 7569.84 -2173.83 -9379.61 3486.14 12923.9 -2882.98 -7569.84 2173.83 9379.61 -3486.14 15214.9 -3638.51
|
||||
0.66 6817.93 -1721.55 -8690.61 2871.86 11956.4 -2295.2 -6817.93 1721.55 8690.61 -2871.86 14115.4 -2869.44
|
||||
0.67 5847.72 -1317.35 -7625.63 2318.41 10485.6 -1768.91 -5847.72 1317.35 7625.63 -2318.41 12391.3 -2183.14
|
||||
0.68 4721.01 -985.798 -6253.11 1850.99 8607.05 -1335.07 -4721.01 985.798 6253.11 -1850.99 10152.3 -1622.32
|
||||
0.69 3505.05 -742.277 -4656.22 1483.01 6431.01 -1013.01 -3505.05 742.277 4656.22 -1483.01 7537.66 -1213.82
|
||||
0.7 2265.86 -590.695 -2927.94 1215.82 4078.63 -808.357 -2265.86 590.695 2927.94 -1215.82 4705.19 -963.729
|
||||
0.71 1063.63 -522.128 -1167.91 1038.88 1682.64 -710.931 -1063.63 522.128 1167.91 -1038.88 1821.08 -855.453
|
||||
0.72 -50.5902 -515.284 523.159 930.862 -619.18 -694.063 50.5902 515.284 -523.159 -930.862 -950.297 -851.788
|
||||
0.73 -1036.8 -539.837 2052.17 862.127 -2698.85 -718.021 1036.8 539.837 -2052.17 -862.127 -3457.65 -901.489
|
||||
0.74 -1866.11 -562.43 3341.84 798.487 -4452.8 -738.378 1866.11 562.43 -3341.84 -798.487 -5572.71 -948.911
|
||||
0.75 -2519.28 -553.172 4334.75 705.353 -5807.56 -715.906 2519.28 553.172 -4334.75 -705.353 -7196.7 -943.611
|
||||
0.76 -2985.57 -489.782 4993.72 551.499 -6717.1 -622.73 2985.57 489.782 -4993.72 -551.499 -8264.05 -846.617
|
||||
0.77 -3263.64 -358.094 5302.15 312.059 -7160.22 -442.244 3263.64 358.094 -5302.15 -312.059 -8746.22 -632.038
|
||||
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|
||||
0.79 -3312.66 136.57 4922.07 -477.561 -6712.99 212.105 3312.66 -136.57 -4922.07 477.561 -8053.21 197.605
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1.03 1394.46 -1462.91 -685.618 2096.93 1053.79 -1910.25 -1394.46 1462.91 685.618 -2096.93 1003.06 -2478.48
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1.04 2437.14 -1448.08 -2284.2 2149.54 3222.59 -1897.86 -2437.14 1448.08 2284.2 -2149.54 3630 -2446.38
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1.05 3408.11 -1391.06 -3815.62 2139.36 5296.99 -1830.68 -3408.11 1391.06 3815.62 -2139.36 6149.87 -2342.51
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1.06 4263 -1316.25 -5188.39 2095.43 7154.48 -1740.27 -4263 1316.25 5188.39 -2095.43 8410.7 -2208.49
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1.07 4962.17 -1245.91 -6320.69 2046.54 8686.13 -1655.18 -4962.17 1245.91 6320.69 -2046.54 10275.9 -2082.54
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1.09 5775.96 -1187.01 -7619.82 2030.76 10448.7 -1587.81 -5775.96 1187.01 7619.82 -2030.76 12410.7 -1973.22
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1.1 5860.76 -1220.43 -7719.98 2096.41 10591.1 -1633.47 -5860.76 1220.43 7719.98 -2096.41 12568.8 -2027.83
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1.15 3644.49 -1962.61 -3646.46 3057.86 5141.19 -2588.72 -3644.49 1962.61 3646.46 -3057.86 5798.19 -3299.1
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1.16 2920.93 -2129.05 -2385.96 3241.66 3446.08 -2800.47 -2920.93 2129.05 2385.96 -3241.66 3711.8 -3586.67
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1.18 1514.93 -2306.17 -76.5408 3385.95 326.622 -3020.85 -1514.93 2306.17 76.5408 -3385.95 -96.9992 -3897.66
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1.28 -509.431 1217.27 -405.53 -1755.32 437.251 1589.62 509.431 -1217.27 405.53 1755.32 779.34 2062.2
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1.29 -520.021 1629.37 -787.412 -2341.12 916.113 2127.45 520.021 -1629.37 787.412 2341.12 1446.12 2760.67
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1.3 -595.317 1963.84 -995.625 -2820.96 1166.26 2564.69 595.317 -1963.84 995.625 2820.96 1820.62 3326.82
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1.31 -749.068 2206.41 -995.423 -3177.26 1141.91 2882.81 749.068 -2206.41 995.423 3177.26 1844.36 3736.42
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1.32 -987.004 2349.75 -770.98 -3401.25 822.379 3072.24 987.004 -2349.75 770.98 3401.25 1490.56 3977
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1.33 -1306.85 2394.12 -326.085 -3493.25 212.84 3133.24 1306.85 -2394.12 326.085 3493.25 765.415 4049.12
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1.49 -496.607 636.343 125.119 -879.889 -218.606 827.565 496.607 -636.343 -125.119 879.889 -156.75 1081.46
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1.5 330.256 569.239 -1064.09 -737.739 1400.14 734.953 -330.256 -569.239 1064.09 737.739 1792.12 972.764
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||||
1.51 1123.35 451.942 -2152.14 -532.705 2885.31 577.608 -1123.35 -451.942 2152.14 532.705 3571.12 778.217
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||||
1.52 1847.17 279.596 -3080.66 -259.022 4158.25 349.363 -1847.17 -279.596 3080.66 259.022 5083.71 489.424
|
||||
1.53 2470.77 53.0218 -3803.77 82.2361 5156.96 51.4031 -2470.77 -53.0218 3803.77 -82.2361 6254.36 107.662
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||||
1.54 2969.94 -221.44 -4291.37 482.976 5840.34 -307.958 -2969.94 221.44 4291.37 -482.976 7033.76 -356.361
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1.55 3329.03 -532.597 -4530.95 928.558 6190.8 -714.17 -3329.03 532.597 4530.95 -928.558 7402.04 -883.623
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1.56 3541.8 -865.409 -4528.04 1398.87 6214.81 -1147.76 -3541.8 865.409 4528.04 -1398.87 7369.32 -1448.47
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||||
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1.58 3549.96 -1523.64 -3898.8 2315.55 5418.81 -2003.66 -3549.96 1523.64 3898.8 -2315.55 6277.57 -2567.25
|
||||
1.59 3376.18 -1810.62 -3356.85 2709.99 4710.03 -2376.38 -3376.18 1810.62 3356.85 -2709.99 5360.5 -3055.47
|
||||
1.6 3114.29 -2045.13 -2733.38 3029.5 3886.95 -2680.8 -3114.29 2045.13 2733.38 -3029.5 4313.18 -3454.58
|
||||
1.61 2791.62 -2211.96 -2084.6 3254.55 3024.43 -2897.25 -2791.62 2211.96 2084.6 -3254.55 3229.36 -3738.63
|
||||
1.62 2436.62 -2300.02 -1464.37 3371.35 2194.46 -3011.4 -2436.62 2300.02 1464.37 -3371.35 2198.64 -3888.67
|
||||
1.63 2077 -2303.41 -920.272 3372.93 1460.84 -3015.59 -2077 2303.41 920.272 -3372.93 1299.97 -3894.63
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||||
1.64 1738.01 -2222.04 -490.327 3259.68 874.834 -2909.74 -1738.01 2222.04 490.327 -3259.68 596.146 -3756.39
|
||||
1.65 1440.74 -2061.74 -200.472 3039.28 471.769 -2701.37 -1440.74 2061.74 200.472 -3039.28 129.647 -3483.86
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||||
1.66 1200.74 -1833.64 -62.9537 2725.95 268.864 -2404.88 -1200.74 1833.64 62.9537 -2725.95 -80.0027 -3096.04
|
||||
1.67 1026.8 -1553.09 -75.7052 2339.33 264.301 -2040.16 -1026.8 1553.09 75.7052 -2339.33 -37.1855 -2619.13
|
||||
1.68 920.335 -1238.22 -222.836 1902.77 437.8 -1630.64 -920.335 1238.22 222.836 -1902.77 230.709 -2084.01
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||||
1.69 875.369 -908.221 -476.27 1441.49 752.732 -1201.17 -875.369 908.221 476.27 -1441.49 676.079 -1523.49
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1.7 879.25 -581.851 -798.43 980.55 1159.66 -775.995 -879.25 581.851 798.43 -980.55 1235.63 -969.558
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||||
1.71 914.072 -275.991 -1145.73 542.906 1600.97 -376.93 -914.072 275.991 1145.73 -542.906 1836.22 -451.043
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||||
1.72 958.558 -4.55055 -1472.52 147.735 2016.13 -21.9665 -958.558 4.55055 1472.52 -147.735 2401.44 8.31481
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||||
1.73 990.191 222.36 -1735.09 -190.896 2346.97 275.791 -990.191 -222.36 1735.09 190.896 2858.29 391.288
|
||||
1.74 987.307 398.973 -1895.3 -464.863 2542.61 508.817 -987.307 -398.973 1895.3 464.863 3143.3 688.102
|
||||
1.75 930.964 524.122 -1923.72 -672.276 2563.54 675.503 -930.964 -524.122 1923.72 672.276 3207.61 896.864
|
||||
1.76 806.467 601.17 -1801.77 -817.221 2384.7 780.08 -806.467 -601.17 1801.77 817.221 3020.62 1023.43
|
||||
1.77 604.513 637.57 -1523.12 -908.974 1997.22 832.063 -604.513 -637.57 1523.12 908.974 2572.13 1080.65
|
||||
1.78 321.973 644.031 -1093.93 -960.773 1408.98 845.189 -321.973 -644.031 1093.93 960.773 1872.82 1086.91
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||||
1.79 -37.6971 633.347 -532.394 -988.286 643.873 835.892 37.6971 -633.347 532.394 988.286 953.31 1064.15
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||||
1.8 -464.424 618.966 132.737 -1007.88 -259.953 821.471 464.424 -618.966 -132.737 1007.88 -138.259 1035.43
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||||
1.81 -941.919 613.501 864.216 -1034.92 -1252.9 818.149 941.919 -613.501 -864.216 1034.92 -1339.74 1022.35
|
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1.82 -1448.57 627.354 1619.03 -1082.14 -2277.5 839.302 1448.57 -627.354 -1619.03 1082.14 -2579.6 1042.76
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||||
1.83 -1958.8 667.635 2351.58 -1158.37 -3272.61 894.049 1958.8 -667.635 -2351.58 1158.37 -3782.14 1108.86
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1.84 -2444.94 737.482 3017.06 -1267.62 -4177.94 986.389 2444.94 -737.482 -3017.06 1267.62 -4873.25 1226.06
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1.85 -2879.21 835.836 3574.79 -1408.66 -4938.56 1114.91 2879.21 -835.836 -3574.79 1408.66 -5785.8 1392.6
|
||||
1.86 -3235.91 957.634 3991.18 -1575.05 -5508.89 1273.05 3235.91 -957.634 -3991.18 1575.05 -6464.65 1599.85
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||||
1.87 -3493.3 1094.34 4242.1 -1755.77 -5855.88 1449.79 3493.3 -1094.34 -4242.1 1755.77 -6870.41 1833.23
|
||||
1.88 -3635.15 1234.76 4314.37 -1936.17 -5961.13 1630.69 3635.15 -1234.76 -4314.37 1936.17 -6981.97 2073.58
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1.89 -3651.8 1365.98 4206.4 -2099.38 -5821.74 1799.14 3651.8 -1365.98 -4206.4 2099.38 -6797.44 2298.81
|
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1.9 -3540.72 1474.52 3927.87 -2227.83 -5450.01 1937.76 3540.72 -1474.52 -3927.87 2227.83 -6333.6 2485.8
|
||||
1.91 -3306.5 1547.44 3498.7 -2304.92 -4872.07 2029.91 3306.5 -1547.44 -3498.7 2304.92 -5624.03 2612.41
|
||||
1.92 -2960.54 1573.55 2947.27 -2316.57 -4125.6 2061.2 2960.54 -1573.55 -2947.27 2316.57 -4716.21 2659.45
|
||||
1.93 -2520.25 1544.49 2308.21 -2252.6 -3256.89 2020.87 2520.25 -1544.49 -2308.21 2252.6 -3667.74 2612.6
|
||||
1.94 -2007.95 1455.6 1619.87 -2107.76 -2317.49 1902.95 2007.95 -1455.6 -1619.87 2107.76 -2542.13 2463.85
|
||||
1.95 -1449.53 1306.53 921.625 -1882.31 -1360.55 1707.03 1449.53 -1306.53 -921.625 1882.31 -1404.33 2212.56
|
||||
1.96 -872.751 1101.4 251.178 -1582.18 -437.26 1438.49 872.751 -1101.4 -251.178 1582.18 -316.273 1865.72
|
||||
1.97 -305.411 848.569 -357.904 -1218.6 406.525 1108.18 305.411 -848.569 357.904 1218.6 667.186 1437.52
|
||||
1.98 226.5 559.93 -878.342 -807.321 1133.23 731.524 -226.5 -559.93 878.342 807.321 1501.8 948.265
|
||||
1.99 700.555 249.956 -1290.77 -367.419 1715.77 327.268 -700.555 -249.956 1290.77 367.419 2156.55 422.6
|
||||
2 1099.33 -65.5106 -1584.71 80.1203 2138.98 -84.0785 -1099.33 65.5106 1584.71 -80.1203 2615.16 -112.453
|
||||
2.01 1411.42 -370.513 -1758.8 514.004 2399.94 -481.865 -1411.42 370.513 1758.8 -514.004 2876.47 -629.675
|
||||
2.02 1631.87 -650.185 -1820.31 914.225 2507.46 -846.856 -1631.87 650.185 1820.31 -914.225 2953.47 -1103.7
|
||||
2.03 1762.14 -891.803 -1783.98 1263.53 2480.54 -1162.59 -1762.14 891.803 1783.98 -1263.53 2871.41 -1512.82
|
||||
2.04 1809.57 -1085.64 -1670.41 1548.63 2346.24 -1416.46 -1809.57 1085.64 1670.41 -1548.63 2665 -1840.46
|
||||
2.05 1786.44 -1225.56 -1504.03 1761.06 2137.02 -1600.5 -1786.44 1225.56 1504.03 -1761.06 2375.08 -2076.18
|
||||
2.06 1708.77 -1309.36 -1311.02 1897.62 1887.93 -1711.81 -1708.77 1309.36 1311.02 -1897.62 2045.12 -2216.27
|
||||
2.07 1594.97 -1338.82 -1117.15 1960.38 1633.76 -1752.63 -1594.97 1338.82 1117.15 -1960.38 1717.69 -2263.82
|
||||
2.08 1464.35 -1319.38 -945.881 1956.23 1406.36 -1729.93 -1464.35 1319.38 945.881 -1956.23 1431.28 -2228.2
|
||||
2.09 1335.57 -1259.61 -816.629 1896.02 1232.35 -1654.73 -1335.57 1259.61 816.629 -1896.02 1217.54 -2124.1
|
||||
2.1 1225.24 -1170.33 -743.455 1793.48 1131.25 -1540.97 -1225.24 1170.33 743.455 -1793.48 1099.11 -1970.04
|
||||
2.11 1146.55 -1063.53 -734.149 1663.8 1114.24 -1404.08 -1146.55 1063.53 734.149 -1663.8 1088.21 -1786.52
|
||||
2.12 1108.26 -951.22 -789.814 1522.25 1183.46 -1259.57 -1108.26 951.22 789.814 -1522.25 1185.98 -1594.09
|
||||
2.13 1113.98 -844.293 -904.965 1382.79 1332.16 -1121.5 -1113.98 844.293 904.965 -1382.79 1382.73 -1411.38
|
||||
2.14 1161.92 -751.567 -1068.14 1256.88 1545.42 -1001.25 -1161.92 751.567 1068.14 -1256.88 1659.01 -1253.45
|
||||
2.15 1245.16 -679.046 -1262.99 1152.51 1801.58 -906.571 -1245.16 679.046 1262.99 -1152.51 1987.38 -1130.57
|
||||
2.16 1352.33 -629.513 -1469.69 1073.65 2074.14 -841.074 -1352.33 629.513 1469.69 -1073.65 2334.92 -1047.46
|
||||
2.17 1468.65 -602.444 -1666.65 1020.05 2334.04 -804.108 -1468.65 602.444 1666.65 -1020.05 2665.91 -1003.23
|
||||
2.18 1577.26 -594.229 -1832.27 987.446 2552.02 -791.049 -1577.26 594.229 1832.27 -987.446 2944.78 -991.639
|
||||
2.19 1660.68 -598.653 -1946.58 968.158 2700.9 -793.927 -1660.68 598.653 1946.58 -968.158 3138.85 -1002.03
|
||||
2.2 1702.24 -607.585 -1992.81 952.003 2757.67 -802.311 -1702.24 607.585 1992.81 -952.003 3220.77 -1020.44
|
||||
2.21 1687.45 -611.821 -1958.51 927.425 2705.12 -804.387 -1687.45 611.821 1958.51 -927.425 3170.4 -1031.08
|
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2.22 1605.21 -602.011 -1836.44 882.758 2533.06 -788.157 -1605.21 602.011 1836.44 -882.758 2976.25 -1017.88
|
||||
2.23 1448.7 -569.613 -1625.08 807.484 2239.06 -742.664 -1448.7 569.613 1625.08 -807.484 2636.17 -966.176
|
||||
2.24 1216.14 -507.794 -1328.71 693.392 1828.61 -659.15 -1216.14 507.794 1328.71 -693.392 2157.51 -864.234
|
||||
2.25 911.068 -412.193 -957.157 535.51 1314.82 -532.042 -911.068 412.193 957.157 -535.51 1556.65 -704.536
|
||||
2.26 542.306 -281.466 -525.171 332.754 717.615 -359.667 -542.306 281.466 525.171 -332.754 857.899 -484.732
|
||||
2.27 123.52 -117.56 -51.4718 88.2065 62.46 -144.588 -123.52 117.56 51.4718 -88.2065 91.9554 -208.093
|
||||
2.28 -327.619 74.3462 442.449 -190.971 -621.268 106.455 327.619 -74.3462 -442.449 190.971 -706.079 116.583
|
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2.29 -790.597 286.204 933.71 -494 -1302.16 383.024 790.597 -286.204 -933.71 494 -1498.97 475.589
|
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2.3 -1243.45 507.737 1399.49 -807.269 -1948.77 671.809 1243.45 -507.737 -1399.49 807.269 -2249.7 851.401
|
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2.31 -1664.28 727.275 1818.45 -1115.38 -2531.57 957.711 1664.28 -727.275 -1818.45 1115.38 -2923.79 1224.11
|
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2.32 -2032.7 932.714 2172.01 -1402.34 -3024.73 1225.08 2032.7 -932.714 -2172.01 1402.34 -3491.3 1573.06
|
||||
2.33 -2331.22 1112.48 2445.37 -1652.85 -3407.57 1458.95 2331.22 -1112.48 -2445.37 1652.85 -3928.53 1878.49
|
||||
2.34 -2546.31 1256.43 2628.28 -1853.46 -3665.63 1646.23 2546.31 -1256.43 -2628.28 1853.46 -4219.2 2123.07
|
||||
2.35 -2669.23 1356.65 2715.48 -1993.68 -3791.31 1776.68 2669.23 -1356.65 -2715.48 1993.68 -4355.13 2293.28
|
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2.36 -2696.5 1408.02 2706.84 -2066.74 -3784.12 1843.69 2696.5 -1408.02 -2706.84 2066.74 -4336.41 2380.36
|
||||
2.37 -2630.04 1408.58 2607.16 -2070.1 -3650.38 1844.74 2630.04 -1408.58 -2607.16 2070.1 -4171.09 2381.01
|
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2.38 -2476.91 1359.69 2425.72 -2005.57 -3402.72 1781.56 2476.91 -1359.69 -2425.72 2005.57 -3874.45 2297.51
|
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2.39 -2248.83 1265.85 2175.63 -1879.13 -3059.06 1659.96 2248.83 -1265.85 -2175.63 1879.13 -3467.83 2137.58
|
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2.4 -1961.24 1134.31 1872.88 -1700.34 -2641.42 1489.31 1961.24 -1134.31 -1872.88 1700.34 -2977.23 1913.61
|
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2.41 -1632.25 974.467 1535.33 -1481.51 -2174.45 1281.76 1632.25 -974.467 -1535.33 1481.51 -2431.54 1641.65
|
||||
2.42 -1281.33 797.049 1181.53 -1236.69 -1683.83 1051.15 1281.33 -797.049 -1181.53 1236.69 -1860.75 1339.99
|
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2.43 -927.889 613.195 829.596 -980.479 -1194.69 811.909 927.889 -613.195 -829.596 980.479 -1294.1 1027.67
|
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2.44 -590.007 433.542 496.111 -726.897 -730.072 577.783 590.007 -433.542 -496.111 726.897 -758.262 722.843
|
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2.45 -283.171 267.379 195.152 -488.287 -309.562 360.799 283.171 -267.379 -195.152 488.287 -275.894 441.337
|
||||
2.46 -19.3446 121.947 -62.4455 -274.437 51.7213 170.341 19.3446 -121.947 62.4455 274.437 135.615 195.5
|
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2.47 193.69 1.96529 -269.596 -91.9304 343.857 12.5404 -193.69 -1.96529 269.596 91.9304 464.93 -6.64454
|
||||
2.48 352.645 -90.6044 -423.2 56.1823 562.453 -110.026 -352.645 90.6044 423.2 -56.1823 707.146 -161.788
|
||||
2.49 458.689 -156.536 -524.118 170.401 708.614 -198.305 -458.689 156.536 524.118 -170.401 863.741 -271.302
|
||||
2.5 517.093 -199.082 -576.894 254.466 788.551 -256.443 -517.093 199.082 576.894 -254.466 942.13 -340.804
|
||||
2.51 536.589 -223.518 -589.252 314.772 812.886 -291.188 -536.589 223.518 589.252 -314.772 954.869 -379.365
|
||||
2.52 528.504 -236.517 -571.417 359.549 795.693 -311.096 -528.504 236.517 571.417 -359.549 918.557 -398.455
|
||||
2.53 505.717 -245.43 -535.276 397.911 753.33 -325.596 -505.717 245.43 535.276 -397.911 852.499 -410.693
|
||||
2.54 481.526 -257.51 -493.448 438.836 703.139 -343.998 -481.526 257.51 493.448 -438.836 777.204 -428.531
|
||||
2.55 468.492 -279.157 -458.296 490.193 662.075 -374.516 -468.492 279.157 458.296 -490.193 712.813 -462.955
|
||||
2.56 477.343 -315.247 -440.97 557.891 645.373 -423.401 -477.343 315.247 440.97 -557.891 677.537 -522.339
|
||||
2.57 516.043 -368.606 -450.523 645.232 665.333 -494.269 -516.043 368.606 450.523 -645.232 686.235 -611.55
|
||||
2.58 589.089 -439.693 -493.184 752.52 730.322 -587.683 -589.089 439.693 493.184 -752.52 749.23 -731.395
|
||||
2.59 697.105 -526.502 -571.842 876.962 844.07 -701.035 -697.105 526.502 571.842 -876.962 871.454 -878.47
|
||||
2.6 836.762 -624.723 -685.766 1012.87 1005.31 -828.746 -836.762 624.723 685.766 -1012.87 1051.99 -1045.42
|
||||
2.61 1001.03 -728.121 -830.606 1152.13 1207.8 -962.758 -1001.03 728.121 830.606 -1152.13 1284.02 -1221.6
|
||||
2.62 1179.71 -829.094 -998.643 1284.91 1440.68 -1093.26 -1179.71 829.094 998.643 -1284.91 1555.25 -1394.02
|
||||
2.63 1360.25 -919.365 -1179.3 1400.54 1689.21 -1209.58 -1360.25 919.365 1179.3 -1400.54 1848.68 -1548.51
|
||||
2.64 1528.69 -990.728 -1359.83 1488.45 1935.75 -1301.14 -1528.69 990.728 1359.83 -1488.45 2143.72 -1671.05
|
||||
2.65 1670.76 -1035.78 -1526.2 1539.16 2161 -1358.4 -1670.76 1035.78 1526.2 -1539.16 2417.62 -1748.95
|
||||
2.66 1772.94 -1048.6 -1664.1 1545.13 2345.31 -1373.74 -1772.94 1048.6 1664.1 -1545.13 2646.99 -1772.05
|
||||
2.67 1823.52 -1025.25 -1759.9 1501.47 2470.15 -1342.13 -1823.52 1025.25 1759.9 -1501.47 2809.55 -1733.64
|
||||
2.68 1813.53 -964.217 -1801.74 1406.47 2519.5 -1261.61 -1813.53 964.217 1801.74 -1406.47 2885.71 -1631.04
|
||||
2.69 1737.47 -866.512 -1780.39 1261.74 2481.05 -1133.53 -1737.47 866.512 1780.39 -1261.74 2860.13 -1466
|
||||
2.7 1593.82 -735.694 -1690.11 1072.25 2347.32 -962.528 -1593.82 735.694 1690.11 -1072.25 2723.01 -1244.55
|
||||
2.71 1385.24 -577.606 -1529.14 845.905 2116.36 -756.161 -1385.24 577.606 1529.14 -845.905 2471.05 -976.658
|
||||
2.72 1118.48 -399.939 -1300.02 593.028 1792.14 -524.393 -1118.48 399.939 1300.02 -593.028 2107.93 -675.425
|
||||
2.73 804.005 -211.641 -1009.63 325.542 1384.51 -278.81 -804.005 211.641 1009.63 -325.542 1644.38 -356.113
|
||||
2.74 455.307 -22.2178 -668.823 56.0924 908.743 -31.7186 -455.307 22.2178 668.823 -56.0924 1097.73 -34.9347
|
||||
2.75 88.041 159.004 -291.89 -202.908 384.733 204.807 -88.041 -159.004 291.89 202.908 490.937 272.204
|
||||
2.76 -281.016 323.587 104.303 -440.186 -164.212 419.84 281.016 -323.587 -104.303 440.186 -148.696 550.922
|
||||
2.77 -635.055 464.607 501.332 -646.405 -712.775 604.406 635.055 -464.607 -501.332 646.405 -791.222 789.414
|
||||
2.78 -958.313 577.118 880.37 -814.787 -1235.21 752.085 958.313 -577.118 -880.37 814.787 -1405.9 979.267
|
||||
2.79 -1237.06 658.45 1223.37 -941.508 -1706.96 859.398 1237.06 -658.45 -1223.37 941.508 -1963.16 1115.95
|
||||
2.8 -1460.44 708.299 1514.24 -1025.83 -2106.24 925.916 1460.44 -708.299 -1514.24 1025.83 -2436.48 1198.98
|
||||
2.81 -1621.07 728.616 1739.86 -1069.97 -2415.42 954.124 1621.07 -728.616 -1739.86 1069.97 -2804.16 1231.73
|
||||
2.82 -1715.42 723.317 1890.97 -1078.75 -2622.2 949.042 1715.42 -723.317 -1890.97 1078.75 -3050.72 1220.91
|
||||
2.83 -1743.96 697.835 1962.76 -1059 -2720.35 917.653 1743.96 -697.835 -1962.76 1059 -3167.94 1175.85
|
||||
2.84 -1710.94 658.565 1955.18 -1018.81 -2710.14 868.186 1710.94 -658.565 -1955.18 1018.81 -3155.4 1107.51
|
||||
2.85 -1623.99 612.24 1872.92 -966.77 -2598.27 809.308 1623.99 -612.24 -1872.92 966.77 -3020.5 1027.41
|
||||
2.86 -1493.45 565.296 1725.08 -911.097 -2397.33 749.31 1493.45 -565.296 -1725.08 911.097 -2777.9 946.578
|
||||
2.87 -1331.55 523.281 1524.44 -858.902 -2124.9 695.345 1331.55 -523.281 -1524.44 858.902 -2448.43 874.499
|
||||
2.88 -1151.44 490.366 1286.6 -815.551 -1802.21 652.793 1151.44 -490.366 -1286.6 815.551 -2057.59 818.304
|
||||
2.89 -966.206 468.986 1028.78 -784.227 -1452.64 624.803 966.206 -468.986 -1028.78 784.227 -1633.69 782.154
|
||||
2.9 -787.913 459.668 768.598 -765.699 -1100 612.065 787.913 -459.668 -768.598 765.699 -1205.8 766.939
|
||||
2.91 -626.771 461.039 522.811 -758.34 -766.807 612.822 626.771 -461.039 -522.811 758.34 -801.626 770.296
|
||||
2.92 -490.47 470.019 306.091 -758.364 -472.707 623.119 490.47 -470.019 -306.091 758.364 -445.566 786.937
|
||||
2.93 -383.724 482.175 130.008 -760.278 -233.083 637.264 383.724 -482.175 -130.008 760.278 -156.941 809.262
|
||||
2.94 -308.062 492.207 2.22427 -757.486 -58.0077 648.445 308.062 -492.207 -2.22427 757.486 51.3348 828.176
|
||||
2.95 -261.866 494.498 -74.0037 -743.001 48.3964 649.449 261.866 -494.498 74.0037 743.001 173.615 834.044
|
||||
2.96 -240.645 483.698 -99.995 -710.197 88.1544 633.41 240.645 -483.698 99.995 710.197 211.83 817.684
|
||||
2.97 -237.531 455.28 -81.4597 -653.519 69.1589 594.523 237.531 -455.28 81.4597 653.519 175.22 771.316
|
||||
2.98 -243.937 406.01 -27.9754 -569.108 4.43649 528.656 243.937 -406.01 27.9754 569.108 79.4899 689.373
|
||||
2.99 -250.361 334.315 47.8425 -455.265 -88.9899 433.817 250.361 -334.315 -47.8425 455.265 -54.5377 569.128
|
||||
3 -247.235 240.495 131.414 -312.723 -191.559 310.43 247.235 -240.495 -131.414 312.723 -202.684 411.055
|
||||
3.01 -225.79 126.774 207.432 -144.707 -282.84 161.401 225.79 -126.774 -207.432 144.707 -339.455 218.921
|
||||
3.02 -178.841 -2.82085 261.16 43.2368 -343.278 -8.04055 178.841 2.82085 -261.16 -43.2368 -440.203 -0.42198
|
||||
3.03 -101.444 -142.735 279.704 243.614 -355.883 -190.695 101.444 142.735 -279.704 -243.614 -483.231 -237.51
|
||||
3.04 8.62656 -286.308 253.134 447.523 -307.72 -377.939 -8.62656 286.308 -253.134 -447.523 -451.682 -480.985
|
||||
3.05 150.63 -426.286 175.382 645.332 -191.092 -560.384 -150.63 426.286 -175.382 -645.332 -335.052 -718.474
|
||||
3.06 320.836 -555.395 44.8402 827.408 -4.31061 -728.621 -320.836 555.395 -44.8402 -827.408 -130.21 -937.565
|
||||
3.07 512.742 -666.913 -135.388 984.856 248.006 -873.953 -512.742 666.913 135.388 -984.856 158.157 -1126.79
|
||||
3.08 717.5 -755.193 -357.612 1110.2 555.123 -989.077 -717.5 755.193 357.612 -1110.2 517.712 -1276.5
|
||||
3.09 924.525 -816.09 -610.038 1197.92 900.87 -1068.63 -924.525 816.09 610.038 -1197.92 929.244 -1379.64
|
||||
3.1 1122.24 -847.261 -877.582 1244.88 1264.75 -1109.58 -1122.24 847.261 877.582 -1244.88 1367.99 -1432.2
|
||||
3.11 1298.87 -848.31 -1142.96 1250.46 1623.43 -1111.4 -1298.87 848.31 1142.96 -1250.46 1805.44 -1433.53
|
||||
3.12 1443.33 -820.766 -1387.94 1216.61 1952.42 -1076.07 -1443.33 820.766 1387.94 -1216.61 2211.4 -1386.23
|
||||
3.13 1545.97 -767.915 -1594.77 1147.58 2227.98 -1007.82 -1545.97 767.915 1594.77 -1147.58 2556.34 -1295.92
|
||||
3.14 1599.3 -694.484 -1747.47 1049.52 2428.85 -912.761 -1599.3 694.484 1747.47 -1049.52 2813.57 -1170.69
|
||||
3.15 1598.53 -606.222 -1833.14 929.961 2538 -798.305 -1598.53 606.222 1833.14 -929.961 2961.44 -1020.36
|
||||
3.16 1541.96 -509.406 -1842.96 797.122 2543.91 -672.566 -1541.96 509.406 1842.96 -797.122 2984.96 -855.653
|
||||
3.17 1431.06 -410.316 -1772.91 659.27 2441.6 -543.659 -1431.06 410.316 1772.91 -659.27 2877.13 -687.288
|
||||
3.18 1270.46 -314.725 -1624.21 524.04 2233.06 -419.052 -1270.46 314.725 1624.21 -524.04 2639.57 -525.122
|
||||
3.19 1067.59 -227.455 -1403.24 397.86 1927.22 -304.988 -1067.59 227.455 1403.24 -397.86 2282.5 -377.377
|
||||
3.2 832.18 -152.022 -1121.18 285.494 1539.42 -206.029 -832.18 152.022 1121.18 -285.494 1824.14 -250.038
|
||||
3.21 575.644 -90.4125 -793.253 189.76 1090.32 -124.763 -575.644 90.4125 793.253 -189.76 1289.44 -146.474
|
||||
3.22 310.289 -43.0063 -437.624 111.418 604.499 -61.7124 -310.289 43.0063 437.624 -111.418 708.374 -67.3067
|
||||
3.23 48.5195 -8.64766 -74.1615 49.2635 108.737 -15.4161 -48.5195 8.64766 74.1615 -49.2635 113.748 -10.5269
|
||||
3.24 -197.956 15.1446 276.993 0.38648 -369.903 17.2941 197.956 -15.1446 -276.993 -0.38648 -461.077 28.1396
|
||||
3.25 -418.86 31.8503 596.847 -39.4131 -805.958 40.8745 418.86 -31.8503 -596.847 39.4131 -984.582 54.6764
|
||||
3.26 -605.961 45.5386 868.89 -75.1041 -1177.35 60.5414 605.961 -45.5386 -868.89 75.1041 -1429.32 76.0744
|
||||
3.27 -753.533 60.4147 1080.24 -111.843 -1466.9 81.687 753.533 -60.4147 -1080.24 111.843 -1773.83 99.557
|
||||
3.28 -858.63 80.3645 1222.53 -154.386 -1663.49 109.293 858.63 -80.3645 -1222.53 154.386 -2004.1 131.8
|
||||
3.29 -921.158 108.539 1292.39 -206.557 -1762.72 147.395 921.158 -108.539 -1292.39 206.557 -2114.44 178.221
|
||||
3.3 -943.735 147.011 1291.61 -270.801 -1767.07 198.641 943.735 -147.011 -1291.61 270.801 -2107.78 242.393
|
||||
3.31 -931.37 196.543 1226.92 -347.887 -1685.58 263.988 931.37 -196.543 -1226.92 347.887 -1995.18 325.642
|
||||
3.32 -890.963 256.471 1109.28 -436.764 -1532.98 342.561 890.963 -256.471 -1109.28 436.764 -1794.86 426.851
|
||||
3.33 -830.694 324.727 953.009 -534.596 -1328.4 431.676 830.694 -324.727 -953.009 534.596 -1530.62 542.506
|
||||
3.34 -759.329 397.998 774.555 -636.967 -1093.8 527.043 759.329 -397.998 -774.555 636.967 -1229.87 666.95
|
||||
3.35 -685.508 471.99 591.161 -738.237 -852.136 623.115 685.508 -471.99 -591.161 738.237 -921.347 792.854
|
||||
3.36 -617.067 541.8 419.487 -832.008 -625.574 713.56 617.067 -541.8 -419.487 832.008 -632.886 911.839
|
||||
3.37 -560.446 602.336 274.287 -911.681 -433.699 791.807 560.446 -602.336 -274.287 911.681 -389.163 1015.2
|
||||
3.38 -520.218 648.766 167.267 -971.02 -292.006 851.623 520.218 -648.766 -167.267 971.02 -209.795 1094.68
|
||||
3.39 -498.783 676.942 106.189 -1004.71 -210.727 887.662 498.783 -676.942 -106.189 1004.71 -107.839 1143.16
|
||||
3.4 -496.234 683.768 94.3048 -1008.8 -194.081 895.939 496.234 -683.768 -94.3048 1008.8 -88.8336 1155.36
|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
3.53 37.2529 -337.712 270.504 479.479 -335.615 -440.401 -37.2529 337.712 -270.504 -479.479 -475.897 -572.737
|
||||
3.54 228.628 -367.99 9.80825 532.087 20.4642 -480.959 -228.628 367.99 -9.80825 -532.087 -49.889 -623.012
|
||||
3.55 425.429 -382.697 -274.334 563.519 407.012 -501.315 -425.429 382.697 274.334 -563.519 415.989 -646.775
|
||||
3.56 618.287 -384.439 -565.192 576.959 801.59 -504.811 -618.287 384.439 565.192 -576.959 893.986 -648.505
|
||||
3.57 797.702 -376.552 -845.123 576.555 1180.58 -495.732 -797.702 376.552 845.123 -576.555 1354.79 -633.925
|
||||
3.58 954.688 -362.75 -1096.88 566.967 1520.9 -478.852 -954.688 362.75 1096.88 -566.967 1769.73 -609.399
|
||||
3.59 1081.37 -346.75 -1304.88 552.889 1801.77 -458.952 -1081.37 346.75 1304.88 -552.889 2112.87 -581.297
|
||||
3.6 1171.5 -331.912 -1456.38 538.586 2006.17 -440.359 -1171.5 331.912 1456.38 -538.586 2362.96 -555.378
|
||||
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|
||||
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||||
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|
||||
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|
||||
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|
||||
3.66 872.265 -348.649 -988.021 551.992 1374.06 -461.032 -872.265 348.649 988.021 -551.992 1590 -584.916
|
||||
3.67 716.126 -361.487 -738.777 561.369 1037.29 -476.787 -716.126 361.487 738.777 -561.369 1179.04 -607.673
|
||||
3.68 549.023 -370.201 -476.823 564.026 682.843 -487.068 -549.023 370.201 476.823 -564.026 747.627 -623.534
|
||||
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|
||||
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|
||||
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|
||||
3.72 -63.7607 -304.346 389.49 433.947 -498.457 -397.106 63.7607 304.346 -389.49 -433.947 -670.014 -515.932
|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
3.83 -306.55 480.939 1.41311 -705.334 -48.0877 629.696 306.55 -480.939 -1.41311 705.334 43.8484 813.12
|
||||
3.84 -323.865 500.478 9.35062 -736.215 -61.1461 655.527 323.865 -500.478 -9.35062 736.215 33.0942 845.905
|
||||
3.85 -355.558 502.517 56.0013 -743.011 -125.048 658.622 355.558 -502.517 -56.0013 743.011 -42.9557 848.928
|
||||
3.86 -400.811 488.326 138.853 -727.316 -236.471 640.614 400.811 -488.326 -138.853 727.316 -180.087 824.364
|
||||
3.87 -457.159 460.133 251.967 -691.982 -387.536 604.372 457.159 -460.133 -251.967 691.982 -368.364 776.027
|
||||
3.88 -520.681 420.905 386.491 -640.845 -566.482 553.725 520.681 -420.905 -386.491 640.845 -592.99 708.991
|
||||
3.89 -586.319 374.078 531.394 -578.37 -758.646 493.107 586.319 -374.078 -531.394 578.37 -835.534 629.128
|
||||
3.9 -648.27 323.256 674.372 -509.263 -947.666 427.173 648.27 -323.256 -674.372 509.263 -1075.45 542.597
|
||||
3.91 -700.456 271.906 802.848 -438.076 -1116.8 360.4 700.456 -271.906 -802.848 438.076 -1291.74 455.318
|
||||
3.92 -737.006 223.075 904.978 -368.843 -1250.29 296.732 737.006 -223.075 -904.978 368.843 -1464.64 372.494
|
||||
3.93 -752.731 179.16 970.601 -304.771 -1334.6 239.271 752.731 -179.16 -970.601 304.771 -1577.2 298.21
|
||||
3.94 -743.547 141.738 992.04 -248.026 -1359.5 190.066 743.547 -141.738 -992.04 248.026 -1616.62 235.149
|
||||
3.95 -706.819 111.477 964.706 -199.617 -1318.88 149.995 706.819 -111.477 -964.706 199.617 -1575.24 184.435
|
||||
3.96 -641.602 88.1335 887.464 -159.386 -1211.22 118.762 641.602 -88.1335 -887.464 159.386 -1451.17 145.638
|
||||
3.97 -548.752 70.638 762.714 -126.118 -1039.74 95.0059 548.752 -70.638 -762.714 126.118 -1248.4 116.908
|
||||
3.98 -430.917 57.2472 596.222 -97.7363 -812.14 76.4978 430.917 -57.2472 -596.222 97.7363 -976.525 95.2438
|
||||
3.99 -292.388 45.7625 396.679 -71.5811 -540.052 60.4218 292.388 -45.7625 -396.679 71.5811 -649.984 76.8657
|
||||
4 -138.841 33.7837 175.056 -44.7336 -238.162 43.7023 138.841 -33.7837 -175.056 44.7336 -287.006 57.6488
|
||||
400
examples/space_frame_3d_results/recorders/elem_7.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_7.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 73.2254 0.522462 99.6753 5.14363 -68.4677 -1.4187 -73.2254 -0.522462 -99.6753 -5.14363 -230.558 2.98609
|
||||
0.02 454.514 -0.281186 383.824 35.6205 -126.915 -20.4451 -454.514 0.281186 -383.824 -35.6205 -1024.56 19.6016
|
||||
0.03 1349.73 -24.7737 565.579 131.805 480.54 -128.662 -1349.73 24.7737 -565.579 -131.805 -2177.28 54.3411
|
||||
0.04 2710.13 -143.455 71.5618 343.426 2774.74 -499.194 -2710.13 143.455 -71.5618 -343.426 -2989.43 68.8278
|
||||
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|
||||
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|
||||
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|
||||
0.08 11140 -3170.35 -10061 2519.29 30676.6 -8272.96 -11140 3170.35 10061 -2519.29 -493.562 -1238.1
|
||||
0.09 13745.7 -4380.25 -13265.9 3252.29 39708.7 -11446.6 -13745.7 4380.25 13265.9 -3252.29 88.9208 -1694.13
|
||||
0.1 16379.7 -5572.96 -16726.5 3991.83 49220.1 -14606.6 -16379.7 5572.96 16726.5 -3991.83 959.294 -2112.3
|
||||
0.11 18947.6 -6694.54 -20407.7 4693.8 58938.5 -17532.9 -18947.6 6694.54 20407.7 -4693.8 2284.57 -2550.68
|
||||
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|
||||
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|
||||
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|
||||
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|
||||
0.16 25891 -8368.14 -29446 5826.08 82246.9 -21797.3 -25891 8368.14 29446 -5826.08 6090.96 -3307.14
|
||||
0.17 24847.4 -7802.26 -28251.9 5412.84 78715.5 -20325.3 -24847.4 7802.26 28251.9 -5412.84 6040.25 -3081.47
|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
0.23 4829 190.447 -3338.23 62.8676 10186.3 418.876 -4829 -190.447 3338.23 -62.8676 -171.627 152.464
|
||||
0.24 521.352 1530.3 1653.71 -833.729 -3650.99 3954.22 -521.352 -1530.3 -1653.71 833.729 -1310.12 636.666
|
||||
0.25 -3698.27 2660.78 6358.85 -1610.26 -16692.8 6910.9 3698.27 -2660.78 -6358.85 1610.26 -2383.73 1071.44
|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
0.39 -10705.7 3139.72 9558.57 -2471.91 -29419.7 8238.04 10705.7 -3139.72 -9558.57 2471.91 744.037 1181.12
|
||||
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|
||||
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|
||||
0.42 -8424.49 4398.04 9177.84 -3125.17 -27718.1 11496.6 8424.49 -4398.04 -9177.84 3125.17 184.628 1697.5
|
||||
0.43 -8200.82 4737.92 9595.13 -3290.39 -28477.4 12348.5 8200.82 -4737.92 -9595.13 3290.39 -308.001 1865.3
|
||||
0.44 -8172.38 4921.21 10137.4 -3369.89 -29490.4 12792.9 8172.38 -4921.21 -10137.4 3369.89 -921.935 1970.74
|
||||
0.45 -8232.1 4900.02 10624.1 -3331.97 -30320 12719.2 8232.1 -4900.02 -10624.1 3331.97 -1552.4 1980.89
|
||||
0.46 -8251.96 4658.38 10864.2 -3154.4 -30505.9 12085.5 8251.96 -4658.38 -10864.2 3154.4 -2086.81 1889.67
|
||||
0.47 -8101.44 4202.42 10711.1 -2827.13 -29671.8 10897.9 8101.44 -4202.42 -10711.1 2827.13 -2461.54 1709.4
|
||||
0.48 -7668.24 3543.52 10081.1 -2352.17 -27574.3 9179.33 7668.24 -3543.52 -10081.1 2352.17 -2669.05 1451.23
|
||||
0.49 -6876.59 2690.95 8935.19 -1742.28 -24087.5 6956.76 6876.59 -2690.95 -8935.19 1742.28 -2718.1 1116.1
|
||||
0.5 -5694.59 1659.18 7255.71 -1020.01 -19171.1 4274.8 5694.59 -1659.18 -7255.71 1020.01 -2596.03 702.736
|
||||
0.51 -4126.69 480.664 5046.44 -217.239 -12866.4 1220.43 4126.69 -480.664 -5046.44 217.239 -2272.93 221.568
|
||||
0.52 -2197.48 -788.091 2352.05 626.041 -5317.8 -2064.03 2197.48 788.091 -2352.05 -626.041 -1738.35 -300.242
|
||||
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|
||||
0.54 2605.93 -3287.93 -4058.79 2254.11 12387.6 -8545.64 -2605.93 3287.93 4058.79 -2254.11 -211.253 -1318.16
|
||||
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|
||||
0.56 8280.09 -5224.01 -10851.9 3526.31 31064.9 -13575.7 -8280.09 5224.01 10851.9 -3526.31 1490.66 -2096.3
|
||||
0.57 11186.7 -5838.18 -14020.2 3950.23 39758 -15169.9 -11186.7 5838.18 14020.2 -3950.23 2302.53 -2344.59
|
||||
0.58 13944.4 -6182.55 -16835.5 4208.98 47466.2 -16063.6 -13944.4 6182.55 16835.5 -4208.98 3040.38 -2484.03
|
||||
0.59 16393.8 -6260.85 -19144.1 4298.15 53784.7 -16269.8 -16393.8 6260.85 19144.1 -4298.15 3647.46 -2512.71
|
||||
0.6 18388.6 -6096.81 -20812.5 4225.16 58372.2 -15852.3 -18388.6 6096.81 20812.5 -4225.16 4065.28 -2438.08
|
||||
0.61 19812.5 -5728.16 -21755.6 4008.71 61006.8 -14908.3 -19812.5 5728.16 21755.6 -4008.71 4259.97 -2276.18
|
||||
0.62 20590.5 -5199.98 -21949.3 3676.65 61614.3 -13551.6 -20590.5 5199.98 21949.3 -3676.65 4233.5 -2048.37
|
||||
0.63 20693.9 -4559.44 -21422.9 3262.62 60256.3 -11901.4 -20693.9 4559.44 21422.9 -3262.62 4012.43 -1776.97
|
||||
0.64 20136.8 -3853.49 -20241.9 2802.65 57097.5 -10078.1 -20136.8 3853.49 20241.9 -2802.65 3628.29 -1482.38
|
||||
0.65 18966.1 -3129.19 -18493.8 2332.28 52373.3 -8204.53 -18966.1 3129.19 18493.8 -2332.28 3108.2 -1183.05
|
||||
0.66 17250.7 -2434.69 -16283.9 1884.16 46371.5 -6406.54 -17250.7 2434.69 16283.9 -1884.16 2480.27 -897.528
|
||||
0.67 15073.2 -1817.54 -13734.4 1485.63 39420.2 -4807 -15073.2 1817.54 13734.4 -1485.63 1782.92 -645.617
|
||||
0.68 12528.8 -1318.83 -10979.8 1156.37 31873.6 -3510.61 -12528.8 1318.83 10979.8 -1156.37 1065.69 -445.886
|
||||
0.69 9726.85 -964.658 -8156.3 906.534 24089.4 -2583.73 -9726.85 964.658 8156.3 -906.534 379.542 -310.245
|
||||
0.7 6792.33 -759.295 -5390.56 736.131 16406.1 -2038.4 -6792.33 759.295 5390.56 -736.131 -234.43 -239.49
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1.57 9022.94 -1760.49 -9165.48 1276.97 25770.2 -4599.75 -9022.94 1760.49 9165.48 -1276.97 1726.2 -681.703
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1.58 9028.9 -2253.82 -9522.05 1600.99 26825.9 -5877 -9028.9 2253.82 9522.05 -1600.99 1740.21 -884.473
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1.59 8768.66 -2695.16 -9590.82 1888.79 27093.2 -7019.15 -8768.66 2695.16 9590.82 -1888.79 1679.27 -1066.33
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1.73 2515.77 388.691 -1627.92 -185.585 4840.31 982.749 -2515.77 -388.691 1627.92 185.585 43.4343 183.324
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1.74 2305.25 647.208 -1388.92 -372.613 3990.42 1658.28 -2305.25 -647.208 1388.92 372.613 176.341 283.349
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1.75 1982.45 824.792 -1120.45 -509.323 3055.28 2125.24 -1982.45 -824.792 1120.45 509.323 306.08 349.135
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1.76 1517.55 927.088 -783.686 -599.112 1936.11 2398.01 -1517.55 -927.088 783.686 599.112 414.946 383.251
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1.77 892.507 966.131 -345.152 -649.283 548.734 2507.44 -892.507 -966.131 345.152 649.283 486.721 390.949
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1.82 -4264.44 876.544 3782.1 -702.021 -11330 2312.13 4264.44 -876.544 -3782.1 702.021 -16.2842 317.502
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2 2296.02 -104.382 -2404.55 62.1875 6346.71 -268.346 -2296.02 104.382 2404.55 -62.1875 866.935 -44.8003
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2.01 3131.51 -567.459 -3503.06 372.857 9424.87 -1469.72 -3131.51 567.459 3503.06 -372.857 1084.31 -232.654
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2.02 3769.74 -991.203 -4371.51 658.57 11890.6 -2569.49 -3769.74 991.203 4371.51 -658.57 1223.88 -404.117
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2.03 4210.13 -1355.84 -4992.46 906.556 13696.3 -3516.59 -4210.13 1355.84 4992.46 -906.556 1281.07 -550.934
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|
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|
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2.52 1354.57 -349.649 -1429.49 248.45 4037.13 -911.85 -1354.57 349.649 1429.49 -248.45 251.343 -137.096
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2.53 1426.36 -352.834 -1371.77 266.003 4019.86 -925.304 -1426.36 352.834 1371.77 -266.003 95.4453 -133.198
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2.54 1488.38 -361.649 -1317.86 286.171 4004.17 -952.949 -1488.38 361.649 1317.86 -286.171 -50.579 -131.997
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2.55 1565.3 -386.291 -1304.33 315.052 4084.33 -1021 -1565.3 386.291 1304.33 -315.052 -171.323 -137.87
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2.56 1678 -434.546 -1361.37 357.249 4338.08 -1149.47 -1678 434.546 1361.37 -357.249 -253.964 -154.167
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2.57 1841.68 -510.967 -1510.12 415.381 4819.63 -1350.04 -1841.68 510.967 1510.12 -415.381 -289.278 -182.864
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2.58 2064.55 -616.369 -1760.78 489.785 5554.69 -1624.75 -2064.55 616.369 1760.78 -489.785 -272.351 -224.354
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2.59 2347 -747.69 -2111.72 578.443 6538.1 -1965.69 -2347 747.69 2111.72 -578.443 -202.934 -277.383
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2.6 2681.48 -898.23 -2549.5 677.126 7733.93 -2355.53 -2681.48 898.23 2549.5 -677.126 -85.4156 -339.156
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2.61 3052.92 -1058.24 -3049.92 779.757 9078.18 -2769.15 -3052.92 1058.24 3049.92 -779.757 71.5713 -405.582
|
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2.62 3439.81 -1215.82 -3579.92 878.938 10483.9 -3175.82 -3439.81 1215.82 3579.92 -878.938 255.88 -471.647
|
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2.63 3815.76 -1357.97 -4100.31 966.613 11848.1 -3542.04 -3815.76 1357.97 4100.31 -966.613 452.854 -531.861
|
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2.64 4151.56 -1471.77 -4568.86 1034.79 13060 -3834.55 -4151.56 1471.77 4568.86 -1034.79 646.529 -580.762
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2.65 4417.43 -1545.56 -4943.81 1076.25 14010.5 -4023.29 -4417.43 1545.56 4943.81 -1076.25 820.924 -613.397
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2.66 4585.45 -1569.96 -5187.25 1085.26 14600.4 -4084.1 -4585.45 1569.96 5187.25 -1085.26 961.321 -625.772
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2.67 4631.76 -1538.72 -5268.26 1058.03 14749.3 -4000.96 -4631.76 1538.72 5268.26 -1058.03 1055.44 -615.21
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2.68 4538.58 -1449.34 -5165.46 993.149 14402 -3767.43 -4538.58 1449.34 5165.46 -993.149 1094.38 -580.604
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2.69 4295.73 -1303.32 -4868.82 891.742 13533.1 -3387.43 -4295.73 1303.32 4868.82 -891.742 1073.32 -522.532
|
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2.7 3901.59 -1106.12 -4380.62 757.404 12150 -2875.11 -3901.59 1106.12 4380.62 -757.404 991.851 -443.243
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2.71 3363.42 -866.767 -3715.43 595.965 10292.3 -2253.81 -3363.42 866.767 3715.43 -595.965 853.963 -346.486
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||||
2.72 2697.15 -597.201 -2899.16 415.05 8029.77 -1554.37 -2697.15 597.201 2899.16 -415.05 667.715 -237.229
|
||||
2.73 1926.44 -311.314 -1967.34 223.498 5457.44 -812.681 -1926.44 311.314 1967.34 -223.498 444.577 -121.26
|
||||
2.74 1081.36 -23.8683 -962.647 30.6836 2689.41 -66.8706 -1081.36 23.8683 962.647 -30.6836 198.528 -4.73418
|
||||
2.75 196.505 250.654 68.0151 -154.195 -149.031 645.648 -196.505 -250.654 -68.0151 154.195 -55.0145 106.313
|
||||
2.76 -691.091 499.168 1076.72 -322.795 -2929.81 1291.07 691.091 -499.168 -1076.72 322.795 -300.365 206.436
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2.77 -1544.29 710.95 2017.76 -468.236 -5530.54 1841.67 1544.29 -710.95 -2017.76 468.236 -522.732 291.182
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2.78 -2328.13 878.385 2850.61 -585.56 -7842.54 2277.75 2328.13 -878.385 -2850.61 585.56 -709.292 357.404
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2.79 -3012.02 997.415 3542.55 -672.028 -9777.56 2588.79 3012.02 -997.415 -3542.55 672.028 -850.089 403.455
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2.8 -3571.53 1067.69 4070.55 -727.218 -11272.9 2773.82 3571.53 -1067.69 -4070.55 727.218 -938.696 429.247
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||||
2.81 -3989.79 1092.38 4422.47 -752.933 -12294.8 2840.97 3989.79 -1092.38 -4422.47 752.933 -972.587 436.18
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||||
2.82 -4258.29 1077.76 4597.38 -752.913 -12839 2806.33 4258.29 -1077.76 -4597.38 752.913 -953.198 426.945
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2.83 -4377.13 1032.43 4605.07 -732.403 -12929.5 2692.06 4377.13 -1032.43 -4605.07 732.403 -885.68 405.226
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||||
2.84 -4354.59 966.515 4464.75 -697.593 -12615.9 2524.21 4354.59 -966.515 -4464.75 697.593 -778.372 375.332
|
||||
2.85 -4206.2 890.642 4203.12 -655.013 -11967.3 2330.15 4206.2 -890.642 -4203.12 655.013 -642.045 341.776
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||||
2.86 -3953.35 814.95 3851.99 -610.905 -11067 2135.99 3953.35 -814.95 -3851.99 610.905 -488.987 308.857
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||||
2.87 -3621.54 748.167 3445.63 -570.65 -10004.9 1964.23 3621.54 -748.167 -3445.63 570.65 -331.995 280.265
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||||
2.88 -3238.38 696.833 3017.98 -538.298 -8870.57 1831.74 3238.38 -696.833 -3017.98 538.298 -183.37 258.761
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||||
2.89 -2831.6 664.753 2600.12 -516.228 -7746.39 1748.32 2831.6 -664.753 -2600.12 516.228 -53.9797 245.938
|
||||
2.9 -2427 652.715 2218.03 -504.982 -6701.63 1716.03 2427 -652.715 -2218.03 504.982 47.5322 242.113
|
||||
2.91 -2046.76 658.51 1890.84 -503.274 -5787.86 1729.21 2046.76 -658.51 -1890.84 503.274 115.341 246.325
|
||||
2.92 -1707.95 677.234 1629.73 -508.173 -5035.99 1775.23 1707.95 -677.234 -1629.73 508.173 146.792 256.471
|
||||
2.93 -1421.52 701.844 1437.5 -515.444 -4455.01 1835.99 1421.52 -701.844 -1437.5 515.444 142.494 269.54
|
||||
2.94 -1191.83 723.921 1308.86 -520.005 -4032.73 1889.83 1191.83 -723.921 -1308.86 520.005 106.146 281.929
|
||||
2.95 -1016.66 734.535 1231.34 -516.472 -3738.15 1913.79 1016.66 -734.535 -1231.34 516.472 44.1248 289.815
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||||
2.96 -887.825 725.169 1186.83 -499.716 -3525.36 1885.97 887.825 -725.169 -1186.83 499.716 -35.1278 289.541
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||||
2.97 -792.162 688.581 1153.48 -465.414 -3338.58 1787.75 792.162 -688.581 -1153.48 465.414 -121.871 277.989
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||||
2.98 -712.998 619.563 1107.92 -410.515 -3117.86 1605.79 712.998 -619.563 -1107.92 410.515 -205.91 252.895
|
||||
2.99 -631.798 515.509 1027.48 -333.593 -2805 1333.44 631.798 -515.509 -1027.48 333.593 -277.448 213.091
|
||||
3 -529.957 376.755 892.356 -235.06 -2349.18 971.608 529.957 -376.755 -892.356 235.06 -327.891 158.656
|
||||
3.01 -390.569 206.658 687.46 -117.206 -1711.86 529.034 390.569 -206.658 -687.46 117.206 -350.524 90.9414
|
||||
3.02 -200.023 11.4157 403.861 15.9243 -870.553 21.7453 200.023 -11.4157 -403.861 -15.9243 -341.029 12.5018
|
||||
3.03 50.6556 -200.38 39.686 158.807 178.731 -528.044 -50.6556 200.38 -39.686 -158.807 -297.789 -73.0957
|
||||
3.04 364.847 -418.389 -399.543 304.852 1420.61 -1093.62 -364.847 418.389 399.543 -304.852 -221.983 -161.544
|
||||
3.05 739.807 -631.334 -901.179 446.908 2820.99 -1645.87 -739.807 631.334 901.179 -446.908 -117.457 -248.136
|
||||
3.06 1166.63 -827.898 -1446.28 577.811 4329.23 -2155.55 -1166.63 827.898 1446.28 -577.811 9.614 -328.142
|
||||
3.07 1630.67 -997.613 -2010.93 690.943 5881.56 -2595.65 -1630.67 997.613 2010.93 -690.943 151.228 -397.188
|
||||
3.08 2112.48 -1131.69 -2567.92 780.738 7405.55 -2943.47 -2112.48 1131.69 2567.92 -780.738 298.196 -451.598
|
||||
3.09 2589.04 -1223.68 -3088.7 843.103 8825.24 -3182.35 -2589.04 1223.68 3088.7 -843.103 440.851 -488.677
|
||||
3.1 3035.4 -1269.94 -3545.41 875.706 10066.4 -3302.92 -3035.4 1269.94 3545.41 -875.706 569.786 -506.914
|
||||
3.11 3426.39 -1269.89 -3912.84 878.127 11062 -3303.61 -3426.39 1269.89 3912.84 -878.127 676.542 -506.07
|
||||
3.12 3738.45 -1225.94 -4170.19 851.843 11756.3 -3190.66 -3738.45 1225.94 4170.19 -851.843 754.219 -487.173
|
||||
3.13 3951.29 -1143.25 -4302.43 800.059 12109.3 -2977.35 -3951.29 1143.25 4302.43 -800.059 797.944 -452.399
|
||||
3.14 4049.35 -1029.22 -4301.33 727.405 12098.8 -2682.8 -4049.35 1029.22 4301.33 -727.405 805.172 -404.869
|
||||
3.15 4022.96 -892.854 -4165.88 639.52 11721.8 -2330.2 -4022.96 892.854 4165.88 -639.52 775.812 -348.365
|
||||
3.16 3869.08 -743.955 -3902.29 542.565 10994.7 -1944.86 -3869.08 743.955 3902.29 -542.565 712.158 -287.008
|
||||
3.17 3591.5 -592.325 -3523.41 442.713 9951.57 -1552.07 -3591.5 592.325 3523.41 -442.713 618.655 -224.906
|
||||
3.18 3200.74 -446.958 -3047.76 345.647 8641.77 -1175.05 -3200.74 446.958 3047.76 -345.647 501.513 -165.821
|
||||
3.19 2713.32 -315.339 -2498.24 256.13 7126.5 -833.147 -2713.32 315.339 2498.24 -256.13 368.209 -112.872
|
||||
3.2 2150.79 -202.894 -1900.5 177.66 5474.59 -540.38 -2150.79 202.894 1900.5 -177.66 226.915 -68.3026
|
||||
3.21 1538.27 -112.64 -1281.29 112.255 3757.97 -304.581 -1538.27 112.64 1281.29 -112.255 85.9008 -33.3386
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||||
3.22 902.913 -45.0651 -666.726 60.3742 2047.22 -127.062 -902.913 45.0651 666.726 -60.3742 -47.0445 -8.13375
|
||||
3.23 272.133 1.75621 -80.735 20.9906 407.339 -2.91065 -272.133 -1.75621 80.735 -20.9906 -165.134 8.17929
|
||||
3.24 -328.086 31.8341 456.303 -8.21318 -1105.9 78.1534 328.086 -31.8341 -456.303 8.21318 -263.006 17.3488
|
||||
3.25 -874.774 50.7479 928.581 -30.5294 -2448.72 130.457 874.774 -50.7479 -928.581 30.5294 -337.019 21.7865
|
||||
3.26 -1349.3 65.0024 1325.52 -49.8293 -3591.14 170.713 1349.3 -65.0024 -1325.52 49.8293 -385.414 24.2946
|
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3.27 -1738.39 81.3135 1642.01 -70.1224 -4517.71 216.177 1738.39 -81.3135 -1642.01 70.1224 -408.322 27.7639
|
||||
3.28 -2034.64 105.892 1878.26 -95.1133 -5227.16 282.806 2034.64 -105.892 -1878.26 95.1133 -407.635 34.8699
|
||||
3.29 -2236.76 143.788 2039.28 -127.794 -5731.1 383.57 2236.76 -143.788 -2039.28 127.794 -386.757 47.7948
|
||||
3.3 -2349.23 198.353 2134.03 -170.109 -6051.84 527.06 2349.23 -198.353 -2134.03 170.109 -350.249 67.9999
|
||||
3.31 -2381.63 270.868 2174.35 -222.73 -6219.63 716.536 2381.63 -270.868 -2174.35 222.73 -303.416 96.067
|
||||
3.32 -2347.65 360.363 2173.78 -284.943 -6269.48 949.467 2347.65 -360.363 -2173.78 284.943 -251.856 131.624
|
||||
3.33 -2263.78 463.659 2146.31 -354.675 -6237.9 1217.62 2263.78 -463.659 -2146.31 354.675 -201.019 173.357
|
||||
3.34 -2147.88 575.601 2105.15 -428.649 -6159.67 1507.69 2147.88 -575.601 -2105.15 428.649 -155.794 219.115
|
||||
3.35 -2017.73 689.488 2061.75 -502.65 -6065.08 1802.37 2017.73 -689.488 -2061.75 502.65 -120.166 266.089
|
||||
3.36 -1889.57 797.647 2024.86 -571.879 -5977.63 2081.89 1889.57 -797.647 -2024.86 571.879 -96.9548 311.051
|
||||
3.37 -1776.85 892.097 2000.02 -631.367 -5912.4 2325.65 1776.85 -892.097 -2000.02 631.367 -87.6608 350.639
|
||||
3.38 -1689.24 965.25 1989.23 -676.407 -5875.28 2514.1 1689.24 -965.25 -1989.23 676.407 -92.4098 381.647
|
||||
3.39 -1631.97 1010.58 1990.97 -702.971 -5862.91 2630.42 1631.97 -1010.58 -1990.97 702.971 -110.011 401.312
|
||||
3.4 -1605.54 1023.19 2000.52 -708.062 -5863.45 2662.02 1605.54 -1023.19 -2000.52 708.062 -138.108 407.558
|
||||
3.41 -1605.82 1000.28 2010.47 -689.99 -5857.99 2601.67 1605.82 -1000.28 -2010.47 689.99 -173.413 399.178
|
||||
3.42 -1624.54 941.384 2011.52 -648.536 -5822.56 2448.2 1624.54 -941.384 -2011.52 648.536 -211.999 375.95
|
||||
3.43 -1650.13 848.424 1993.35 -584.987 -5730.42 2206.61 1650.13 -848.424 -1993.35 584.987 -249.626 338.657
|
||||
3.44 -1668.78 725.603 1945.57 -502.052 -5554.64 1887.77 1668.78 -725.603 -1945.57 502.052 -282.079 289.04
|
||||
3.45 -1665.72 579.064 1858.68 -403.663 -5270.55 1507.54 1665.72 -579.064 -1858.68 403.663 -305.488 229.651
|
||||
3.46 -1626.54 416.407 1724.9 -294.668 -4858.09 1085.56 1626.54 -416.407 -1724.9 294.668 -316.608 163.66
|
||||
3.47 -1538.51 246.103 1538.93 -180.46 -4303.74 643.712 1538.51 -246.103 -1538.93 180.46 -313.053 94.5982
|
||||
3.48 -1391.76 76.8343 1298.48 -66.5697 -3601.99 204.419 1391.76 -76.8343 -1298.48 66.5697 -293.446 26.0842
|
||||
3.49 -1180.24 -83.1723 1004.56 41.7539 -2756.18 -211.061 1180.24 83.1723 -1004.56 -41.7539 -257.51 -38.4555
|
||||
3.5 -902.44 -226.752 661.628 139.922 -1778.82 -584.212 902.44 226.752 -661.628 -139.922 -206.067 -96.0448
|
||||
3.51 -561.7 -348.316 277.371 224.324 -691.14 -900.577 561.7 348.316 -277.371 -224.324 -140.972 -144.372
|
||||
3.52 -166.201 -444.213 -137.609 292.556 477.804 -1150.7 166.201 444.213 137.609 -292.556 -64.9773 -181.941
|
||||
3.53 271.425 -512.918 -570.376 343.538 1692.67 -1330.6 -271.425 512.918 570.376 -343.538 18.4591 -208.156
|
||||
3.54 734.82 -555.041 -1006.36 377.521 2913.69 -1441.81 -734.82 555.041 1006.36 -377.521 105.4 -223.313
|
||||
3.55 1204.92 -573.139 -1430.18 395.973 4098.87 -1490.88 -1204.92 573.139 1430.18 -395.973 191.684 -228.534
|
||||
3.56 1661.14 -571.38 -1826.47 401.372 5206.23 -1488.53 -1661.14 571.38 1826.47 -401.372 273.177 -225.611
|
||||
3.57 2082.77 -555.064 -2180.73 396.919 6196.16 -1448.38 -2082.77 555.064 2180.73 -396.919 346.026 -216.815
|
||||
3.58 2450.27 -530.077 -2480.12 386.186 7033.47 -1385.57 -2450.27 530.077 2480.12 -386.186 406.871 -204.656
|
||||
3.59 2746.56 -502.299 -2714.1 372.764 7689.27 -1315.26 -2746.56 502.299 2714.1 -372.764 453.031 -191.641
|
||||
3.6 2958.15 -477.044 -2874.99 359.904 8142.34 -1251.1 -2958.15 477.044 2874.99 -359.904 482.635 -180.028
|
||||
3.61 3075.95 -458.56 -2958.3 350.214 8380.2 -1204.06 -3075.95 458.56 2958.3 -350.214 494.706 -171.622
|
||||
3.62 3095.86 -449.651 -2962.89 345.42 8399.48 -1181.34 -3095.86 449.651 2962.89 -345.42 489.186 -167.612
|
||||
3.63 3018.98 -451.44 -2890.94 346.217 8205.91 -1185.85 -3018.98 451.44 2890.94 -346.217 466.908 -168.471
|
||||
3.64 2851.45 -463.293 -2747.77 352.229 7813.8 -1215.95 -2851.45 463.293 2747.77 -352.229 429.522 -173.927
|
||||
3.65 2603.96 -482.917 -2541.44 362.067 7244.95 -1265.75 -2603.96 482.917 2541.44 -362.067 379.373 -182.999
|
||||
3.66 2291.03 -506.614 -2282.23 373.481 6527.34 -1325.73 -2291.03 506.614 2282.23 -373.481 319.348 -194.107
|
||||
3.67 1929.93 -529.659 -1982.02 383.603 5693.38 -1383.74 -1929.93 529.659 1982.02 -383.603 252.693 -205.239
|
||||
3.68 1539.51 -546.79 -1653.64 389.246 4778.1 -1426.23 -1539.51 546.79 1653.64 -389.246 182.825 -214.144
|
||||
3.69 1138.95 -552.736 -1310.11 387.225 3817.2 -1439.64 -1138.95 552.736 1310.11 -387.225 113.128 -218.569
|
||||
3.7 746.505 -542.75 -963.969 374.695 2845.14 -1411.77 -746.505 542.75 963.969 -374.695 46.7705 -216.476
|
||||
3.71 378.358 -513.1 -626.655 349.445 1893.43 -1333.05 -378.358 513.1 626.655 -349.445 -13.4659 -206.253
|
||||
3.72 47.6757 -461.463 -307.955 310.146 989.198 -1197.51 -47.6757 461.463 307.955 -310.146 -65.3315 -186.882
|
||||
3.73 -236.103 -387.196 -15.5939 256.515 153.996 -1003.54 236.103 387.196 15.5939 -256.515 -107.214 -158.051
|
||||
3.74 -467.675 -291.459 245.035 189.395 -596.897 -754.169 467.675 291.459 -245.035 -189.395 -138.207 -120.208
|
||||
3.75 -645.969 -177.177 470.979 110.723 -1254.8 -456.984 645.969 177.177 -470.979 -110.723 -158.136 -74.547
|
||||
3.76 -773.92 -48.8507 661.687 23.4153 -1817.52 -123.624 773.92 48.8507 -661.687 -23.4153 -167.539 -22.9281
|
||||
3.77 -857.964 87.7717 818.806 -68.8388 -2288.81 231.053 857.964 -87.7717 -818.806 68.8388 -167.603 32.2618
|
||||
3.78 -907.272 226.129 945.853 -161.851 -2677.49 590.097 907.272 -226.129 -945.853 161.851 -160.07 88.2907
|
||||
3.79 -932.818 359.351 1047.77 -251.247 -2996.21 935.761 932.818 -359.351 -1047.77 251.247 -147.098 142.294
|
||||
3.8 -946.325 480.789 1130.39 -332.799 -3260.06 1250.87 946.325 -480.789 -1130.39 332.799 -131.103 191.497
|
||||
3.81 -959.189 584.519 1199.88 -402.742 -3485.04 1520.13 959.189 -584.519 -1199.88 402.742 -114.588 233.431
|
||||
3.82 -981.463 665.797 1262.14 -458.051 -3686.46 1731.27 981.463 -665.797 -1262.14 458.051 -99.9568 266.118
|
||||
3.83 -1020.97 721.391 1322.29 -496.653 -3877.51 1875.96 1020.97 -721.391 -1322.29 496.653 -89.3448 288.217
|
||||
3.84 -1082.61 749.803 1384.16 -517.563 -4068.01 1950.3 1082.61 -749.803 -1384.16 517.563 -84.4576 299.113
|
||||
3.85 -1167.95 751.332 1449.95 -520.926 -4263.4 1955.05 1167.95 -751.332 -1449.95 520.926 -86.443 298.948
|
||||
3.86 -1275.04 727.991 1519.97 -507.964 -4464.13 1895.39 1275.04 -727.991 -1519.97 507.964 -95.7972 288.579
|
||||
3.87 -1398.59 683.286 1592.59 -480.838 -4665.46 1780.37 1398.59 -683.286 -1592.59 480.838 -112.316 269.491
|
||||
3.88 -1530.34 621.875 1664.25 -442.442 -4857.66 1621.98 1530.34 -621.875 -1664.25 442.442 -135.095 243.651
|
||||
3.89 -1659.76 549.144 1729.75 -396.134 -5026.66 1434.1 1659.76 -549.144 -1729.75 396.134 -162.577 213.327
|
||||
3.9 -1774.85 470.73 1782.55 -345.445 -5155.01 1231.3 1774.85 -470.73 -1782.55 345.445 -192.65 180.89
|
||||
3.91 -1863.13 392.047 1815.34 -293.778 -5223.24 1027.53 1863.13 -392.047 -1815.34 293.778 -222.788 148.612
|
||||
3.92 -1912.67 317.845 1820.54 -244.138 -5211.39 835.055 1912.67 -317.845 -1820.54 244.138 -250.226 118.48
|
||||
3.93 -1913.02 251.841 1790.95 -198.897 -5100.7 663.481 1913.02 -251.841 -1790.95 198.897 -272.158 92.041
|
||||
3.94 -1856.17 196.457 1720.4 -159.636 -4875.24 519.076 1856.17 -196.457 -1720.4 159.636 -285.945 70.2931
|
||||
3.95 -1737.21 152.684 1604.27 -127.052 -4523.49 404.425 1737.21 -152.684 -1604.27 127.052 -289.323 53.6262
|
||||
3.96 -1554.85 120.078 1440.08 -100.96 -4039.64 318.412 1554.85 -120.078 -1440.08 100.96 -280.588 41.8218
|
||||
3.97 -1311.63 96.891 1227.77 -80.3734 -3424.57 256.564 1311.63 -96.891 -1227.77 80.3734 -258.751 34.1091
|
||||
3.98 -1013.93 80.3156 970.009 -63.6498 -2686.38 211.678 1013.93 -80.3156 -970.009 63.6498 -223.644 29.2687
|
||||
3.99 -671.572 66.8278 672.156 -48.7064 -1840.49 174.706 671.572 -66.8278 -672.156 48.7064 -175.977 25.7778
|
||||
4 -297.336 52.5864 342.163 -33.2642 -909.163 135.78 297.336 -52.5864 -342.163 33.2642 -117.325 21.9797
|
||||
400
examples/space_frame_3d_results/recorders/elem_8.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_8.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 48.4648 -3.31985 -160.662 28.6026 317.32 -5.85707 -48.4648 3.31985 160.662 -28.6026 164.666 -4.10249
|
||||
0.02 288.535 -25.9152 -791.663 145.235 1521.52 -44.6865 -288.535 25.9152 791.663 -145.235 853.467 -33.059
|
||||
0.03 816.699 -99.5613 -1979.87 392.528 3674.16 -165.492 -816.699 99.5613 1979.87 -392.528 2265.45 -133.192
|
||||
0.04 1554.1 -257.922 -3525.64 784.467 6256.43 -406.811 -1554.1 257.922 3525.64 -784.467 4320.49 -366.957
|
||||
0.05 2400.77 -523.124 -5224.71 1318.89 8790.14 -773.98 -2400.77 523.124 5224.71 -1318.89 6884 -795.391
|
||||
0.06 3358.69 -912.987 -7108.73 2000.94 11367.3 -1270.28 -3358.69 912.987 7108.73 -2000.94 9958.9 -1468.68
|
||||
0.07 4450.58 -1452.88 -9368.67 2838.14 14467.3 -1940.18 -4450.58 1452.88 9368.67 -2838.14 13638.7 -2418.46
|
||||
0.08 5667.57 -2159.08 -12066.7 3807.26 18300.1 -2842.29 -5667.57 2159.08 12066.7 -3807.26 17900.1 -3634.95
|
||||
0.09 6960.09 -2996.48 -15025.1 4849.21 22558.6 -3953.8 -6960.09 2996.48 15025.1 -4849.21 22516.8 -5035.65
|
||||
0.1 8242.68 -3859.98 -17926.3 5878.84 26639.6 -5116.58 -8242.68 3859.98 17926.3 -5878.84 27139.2 -6463.35
|
||||
0.11 9459.65 -4616.91 -20527.4 6813.18 30125.2 -6113.09 -9459.65 4616.91 20527.4 -6813.18 31456.9 -7737.63
|
||||
0.12 10593.4 -5180.41 -22754 7591.25 32993.1 -6812.58 -10593.4 5180.41 22754 -7591.25 35268.9 -8728.64
|
||||
0.13 11594 -5542.83 -24587.1 8166.48 35355.5 -7236.5 -11594 5542.83 24587.1 -8166.48 38405.8 -9391.98
|
||||
0.14 12359 -5737.82 -25923.6 8496.15 37135.8 -7474.78 -12359 5737.82 25923.6 -8496.15 40634.9 -9738.67
|
||||
0.15 12764.9 -5775.9 -26546.3 8537.2 37980 -7550.31 -12764.9 5775.9 26546.3 -8537.2 41659 -9777.38
|
||||
0.16 12713.4 -5624.01 -26241 8259.07 37495.2 -7383.49 -12713.4 5624.01 26241 -8259.07 41227.7 -9488.54
|
||||
0.17 12180 -5245.5 -24937.8 7662.07 35553.1 -6887.7 -12180 5245.5 24937.8 -7662.07 39260.4 -8848.8
|
||||
0.18 11212.2 -4647.9 -22738.8 6780.31 32346.1 -6075.82 -11212.2 4647.9 22738.8 -6780.31 35870.4 -7867.89
|
||||
0.19 9885.59 -3883 -19834.7 5670.81 28212.8 -5054.62 -9885.59 3883 19834.7 -5670.81 31291.3 -6594.37
|
||||
0.2 8277.07 -3004.83 -16396.5 4396.97 23412.1 -3923.07 -8277.07 3004.83 16396.5 -4396.97 25777.5 -5091.43
|
||||
0.21 6455.37 -2040.91 -12537.6 3020.9 18054.9 -2702.19 -6455.37 2040.91 12537.6 -3020.9 19557.8 -3420.53
|
||||
0.22 4479.4 -1011.69 -8358.47 1607.59 12217.4 -1378.83 -4479.4 1011.69 8358.47 -1607.59 12858 -1656.24
|
||||
0.23 2407.94 28.2402 -4005.72 228.771 6077.73 -4.91518 -2407.94 -28.2402 4005.72 -228.771 5939.44 89.6358
|
||||
0.24 306.087 982.604 315.679 -1041.56 -53.1778 1272.82 -306.087 -982.604 -315.679 1041.56 -893.86 1674.99
|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
0.36 -7268.92 1981.66 14321.7 -3418.51 -21451 2666.41 7268.92 -1981.66 -14321.7 3418.51 -21514.2 3278.58
|
||||
0.37 -6659.98 1949.02 13398.1 -3434.93 -20242.8 2616.24 6659.98 -1949.02 -13398.1 3434.93 -19951.3 3230.82
|
||||
0.38 -6046.69 2016.14 12534.4 -3549.36 -19048 2688.77 6046.69 -2016.14 -12534.4 3549.36 -18555.2 3359.65
|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
0.47 -3985.71 2762.2 9256.71 -3925.72 -13125.8 3599.93 3985.71 -2762.2 -9256.71 3925.72 -14644.3 4686.67
|
||||
0.48 -3738.36 2316.15 8285.02 -3241.39 -11598.7 3013.12 3738.36 -2316.15 -8285.02 3241.39 -13256.3 3935.32
|
||||
0.49 -3317.61 1740.55 6915.26 -2373.31 -9524.19 2256.46 3317.61 -1740.55 -6915.26 2373.31 -11221.6 2965.18
|
||||
0.5 -2708.36 1053.86 5142.8 -1355.28 -6899.29 1358 2708.36 -1053.86 -5142.8 1355.28 -8529.12 1803.58
|
||||
0.51 -1915.91 281.077 3008.55 -233.908 -3794.94 351.854 1915.91 -281.077 -3008.55 233.908 -5230.71 491.377
|
||||
0.52 -955.424 -545.691 576.563 936.614 -310.645 -722.462 955.424 545.691 -576.563 -936.614 -1419.05 -914.611
|
||||
0.53 156.763 -1384.92 -2083.97 2098.67 3461 -1814.43 -156.763 1384.92 2083.97 -2098.67 2790.91 -2340.32
|
||||
0.54 1402.64 -2186.2 -4898.36 3194.21 7430 -2859.91 -1402.64 2186.2 4898.36 -3194.21 7265.09 -3698.69
|
||||
0.55 2754.42 -2896.41 -7774.09 4167.95 11479.2 -3788.4 -2754.42 2896.41 7774.09 -4167.95 11843.1 -4900.82
|
||||
0.56 4166.95 -3469.55 -10594.2 4971.79 15446.9 -4537.72 -4166.95 3469.55 10594.2 -4971.79 16335.7 -5870.94
|
||||
0.57 5577.07 -3875.46 -13226.9 5569.67 19144.6 -5067.58 -5577.07 3875.46 13226.9 -5569.67 20536 -6558.81
|
||||
0.58 6910.49 -4103.37 -15544.8 5941.12 22393.1 -5364.94 -6910.49 4103.37 15544.8 -5941.12 24241.3 -6945.16
|
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||||
1.87 -4371.66 1094.34 8220.95 -1755.77 -11903.1 1449.79 4371.66 -1094.34 -8220.95 1755.77 -12759.7 1833.23
|
||||
1.88 -4510.72 1234.76 8567.61 -1936.17 -12358.1 1630.69 4510.72 -1234.76 -8567.61 1936.17 -13344.8 2073.58
|
||||
1.89 -4510.92 1365.98 8687.78 -2099.38 -12494.5 1799.14 4510.92 -1365.98 -8687.78 2099.38 -13568.9 2298.81
|
||||
1.9 -4369.51 1474.52 8564.12 -2227.83 -12290.2 1937.76 4369.51 -1474.52 -8564.12 2227.83 -13402.1 2485.8
|
||||
1.91 -4091.41 1547.44 8191.54 -2304.92 -11739.8 2029.91 4091.41 -1547.44 -8191.54 2304.92 -12834.8 2612.41
|
||||
1.92 -3688.97 1573.55 7577.92 -2316.57 -10855.5 2061.2 3688.97 -1573.55 -7577.92 2316.57 -11878.3 2659.45
|
||||
1.93 -3181.12 1544.49 6743.96 -2252.6 -9666.47 2020.87 3181.12 -1544.49 -6743.96 2252.6 -10565.4 2612.6
|
||||
1.94 -2591.99 1455.6 5721.99 -2107.76 -8217.91 1902.95 2591.99 -1455.6 -5721.99 2107.76 -8948.06 2463.85
|
||||
1.95 -1949.25 1306.53 4554.02 -1882.31 -6567.73 1707.03 1949.25 -1306.53 -4554.02 1882.31 -7094.34 2212.56
|
||||
1.96 -1282.14 1101.4 3289.03 -1582.18 -4783.13 1438.49 1282.14 -1101.4 -3289.03 1582.18 -5083.97 1865.72
|
||||
1.97 -619.705 848.569 1979.94 -1218.6 -2936.48 1108.18 619.705 -848.569 -1979.94 1218.6 -3003.33 1437.52
|
||||
1.98 11.0349 559.93 680.262 -807.321 -1100.83 731.524 -11.0349 -559.93 -680.262 807.321 -939.95 948.265
|
||||
1.99 586.543 249.956 -559.128 -367.419 654.448 327.268 -586.543 -249.956 559.128 367.419 1022.94 422.6
|
||||
2 1088.02 -65.5106 -1693.11 80.1203 2267.81 -84.0785 -1088.02 65.5106 1693.11 -80.1203 2811.5 -112.453
|
||||
2.01 1502.32 -370.513 -2684.95 514.004 3689.07 -481.865 -1502.32 370.513 2684.95 -514.004 4365.77 -629.675
|
||||
2.02 1822.52 -650.185 -3508.39 914.225 4882.09 -846.856 -1822.52 650.185 3508.39 -914.225 5643.08 -1103.7
|
||||
2.03 2048.08 -891.803 -4148.95 1263.53 5826.57 -1162.59 -2048.08 891.803 4148.95 -1263.53 6620.27 -1512.82
|
||||
2.04 2184.54 -1085.64 -4604.32 1548.63 6518.55 -1416.46 -2184.54 1085.64 4604.32 -1548.63 7294.41 -1840.46
|
||||
2.05 2242.81 -1225.56 -4883.9 1761.06 6969.72 -1600.5 -2242.81 1225.56 4883.9 -1761.06 7682 -2076.18
|
||||
2.06 2237.96 -1309.36 -5007.38 1897.62 7205.51 -1711.81 -2237.96 1309.36 5007.38 -1897.62 7816.63 -2216.27
|
||||
2.07 2187.77 -1338.82 -5002.52 1960.38 7262.18 -1752.63 -2187.77 1338.82 5002.52 -1960.38 7745.38 -2263.82
|
||||
2.08 2111.02 -1319.38 -4902.42 1956.23 7183.13 -1729.93 -2111.02 1319.38 4902.42 -1956.23 7524.14 -2228.2
|
||||
2.09 2025.85 -1259.61 -4742.43 1896.02 7014.75 -1654.73 -2025.85 1259.61 4742.43 -1896.02 7212.55 -2124.1
|
||||
2.1 1948.21 -1170.33 -4556.97 1793.48 6802.28 -1540.97 -1948.21 1170.33 4556.97 -1793.48 6868.64 -1970.04
|
||||
2.11 1890.63 -1063.53 -4376.62 1663.8 6585.86 -1404.08 -1890.63 1063.53 4376.62 -1663.8 6544 -1786.52
|
||||
2.12 1861.3 -951.22 -4225.59 1522.25 6397.29 -1259.57 -1861.3 951.22 4225.59 -1522.25 6279.5 -1594.09
|
||||
2.13 1863.57 -844.293 -4119.86 1382.79 6257.46 -1121.5 -1863.57 844.293 4119.86 -1382.79 6102.13 -1411.38
|
||||
2.14 1895.85 -751.567 -4065.96 1256.88 6174.89 -1001.25 -1895.85 751.567 4065.96 -1256.88 6023 -1253.45
|
||||
2.15 1951.81 -679.046 -4060.62 1152.51 6145.2 -906.571 -1951.81 679.046 4060.62 -1152.51 6036.66 -1130.57
|
||||
2.16 2020.94 -629.513 -4091.21 1073.65 6151.76 -841.074 -2020.94 629.513 4091.21 -1073.65 6121.86 -1047.46
|
||||
2.17 2089.5 -602.444 -4136.99 1020.05 6167.38 -804.108 -2089.5 602.444 4136.99 -1020.05 6243.59 -1003.23
|
||||
2.18 2141.63 -594.229 -4171.1 987.446 6156.92 -791.049 -2141.63 594.229 4171.1 -987.446 6356.39 -991.639
|
||||
2.19 2160.79 -598.653 -4163.09 968.158 6080.7 -793.927 -2160.79 598.653 4163.09 -968.158 6408.56 -1002.03
|
||||
2.2 2131.15 -607.585 -4081.8 952.003 5898.35 -802.311 -2131.15 607.585 4081.8 -952.003 6347.05 -1020.44
|
||||
2.21 2039.16 -611.821 -3898.44 927.425 5572.81 -804.387 -2039.16 611.821 3898.44 -927.425 6122.51 -1031.08
|
||||
2.22 1874.78 -602.011 -3589.42 882.758 5074.13 -788.157 -1874.78 602.011 3589.42 -882.758 5694.13 -1017.88
|
||||
2.23 1632.56 -569.613 -3138.85 807.484 4382.76 -742.664 -1632.56 569.613 3138.85 -807.484 5033.8 -966.176
|
||||
2.24 1312.24 -507.794 -2540.41 693.392 3491.94 -659.15 -1312.24 507.794 2540.41 -693.392 4129.28 -864.234
|
||||
2.25 919.013 -412.193 -1798.39 535.51 2409.14 -532.042 -919.013 412.193 1798.39 -535.51 2986.04 -704.536
|
||||
2.26 463.329 -281.466 -928.035 332.754 1156.34 -359.667 -463.329 281.466 928.035 -332.754 1627.77 -484.732
|
||||
2.27 -39.7049 -117.56 45.1725 88.2065 -230.856 -144.588 39.7049 117.56 -45.1725 -88.2065 95.3386 -208.093
|
||||
2.28 -571.195 74.3462 1086.84 -190.971 -1705.08 106.455 571.195 -74.3462 -1086.84 190.971 -1555.44 116.583
|
||||
2.29 -1109.61 286.204 2155.79 -494 -3210.07 383.024 1109.61 -286.204 -2155.79 494 -3257.3 475.589
|
||||
2.3 -1632.08 507.737 3206.68 -807.269 -4684.15 671.809 1632.08 -507.737 -3206.68 807.269 -4935.89 851.401
|
||||
2.31 -2115.83 727.275 4192.96 -1115.38 -6064.23 957.711 2115.83 -727.275 -4192.96 1115.38 -6514.65 1224.11
|
||||
2.32 -2539.59 932.714 5070 -1402.34 -7289.94 1225.08 2539.59 -932.714 -5070 1402.34 -7920.07 1573.06
|
||||
2.33 -2884.96 1112.48 5798.11 -1652.85 -8307.68 1458.95 2884.96 -1112.48 -5798.11 1652.85 -9086.65 1878.49
|
||||
2.34 -3137.59 1256.43 6345.2 -1853.46 -9074.17 1646.23 3137.59 -1256.43 -6345.2 1853.46 -9961.43 2123.07
|
||||
2.35 -3288.09 1356.65 6688.96 -1993.68 -9559.33 1776.68 3288.09 -1356.65 -6688.96 1993.68 -10507.5 2293.28
|
||||
2.36 -3332.6 1408.02 6818.26 -2066.74 -9748.16 1843.69 3332.6 -1408.02 -6818.26 2066.74 -10706.6 2380.36
|
||||
2.37 -3272.95 1408.58 6733.82 -2070.1 -9641.56 1844.74 3272.95 -1408.58 -6733.82 2070.1 -10559.9 2381.01
|
||||
2.38 -3116.39 1359.69 6447.89 -2005.57 -9255.98 1781.56 3116.39 -1359.69 -6447.89 2005.57 -10087.7 2297.51
|
||||
2.39 -2874.99 1265.85 5983.17 -1879.13 -8621.96 1659.96 2874.99 -1265.85 -5983.17 1879.13 -9327.55 2137.58
|
||||
2.4 -2564.63 1134.31 5371.02 -1700.34 -7781.65 1489.31 2564.63 -1134.31 -5371.02 1700.34 -8331.41 1913.61
|
||||
2.41 -2203.91 974.467 4649.05 -1481.51 -6785.69 1281.76 2203.91 -974.467 -4649.05 1481.51 -7161.46 1641.65
|
||||
2.42 -1812.79 797.049 3858.37 -1236.69 -5689.49 1051.15 1812.79 -797.049 -3858.37 1236.69 -5885.63 1339.99
|
||||
2.43 -1411.28 613.195 3040.66 -980.479 -4549.32 811.909 1411.28 -613.195 -3040.66 980.479 -4572.65 1027.67
|
||||
2.44 -1018.17 433.542 2235.31 -726.897 -3418.55 577.783 1018.17 -433.542 -2235.31 726.897 -3287.38 722.843
|
||||
2.45 -649.848 267.379 1476.87 -488.287 -2344.15 360.799 649.848 -267.379 -1476.87 488.287 -2086.46 441.337
|
||||
2.46 -319.385 121.947 792.841 -274.437 -1363.83 170.341 319.385 -121.947 -792.841 274.437 -1014.7 195.5
|
||||
2.47 -35.7903 1.96529 202.19 -91.9304 -503.97 12.5404 35.7903 -1.96529 -202.19 91.9304 -102.6 -6.64454
|
||||
2.48 196.354 -90.6044 -285.513 56.1823 221.471 -110.026 -196.354 90.6044 285.513 -56.1823 635.069 -161.788
|
||||
2.49 376.951 -156.536 -670.147 170.401 811.102 -198.305 -376.951 156.536 670.147 -170.401 1199.34 -271.302
|
||||
2.5 510.085 -199.082 -960.342 254.466 1275.17 -256.443 -510.085 199.082 960.342 -254.466 1605.86 -340.804
|
||||
2.51 603.395 -223.518 -1172.09 314.772 1633.74 -291.188 -603.395 223.518 1172.09 -314.772 1882.54 -379.365
|
||||
2.52 667.181 -236.517 -1326.8 359.549 1914.1 -311.096 -667.181 236.517 1326.8 -359.549 2066.31 -398.455
|
||||
2.53 713.319 -245.43 -1448.96 397.911 2147.73 -325.596 -713.319 245.43 1448.96 -397.911 2199.16 -410.693
|
||||
2.54 754.099 -257.51 -1563.61 438.836 2366.89 -343.998 -754.099 257.51 1563.61 -438.836 2323.94 -428.531
|
||||
2.55 801.066 -279.157 -1693.87 490.193 2601.42 -374.516 -801.066 279.157 1693.87 -490.193 2480.2 -462.955
|
||||
2.56 863.971 -315.247 -1858.72 557.891 2875.72 -423.401 -863.971 315.247 1858.72 -557.891 2700.45 -522.339
|
||||
2.57 949.897 -368.606 -2071.13 645.232 3206.34 -494.269 -949.897 368.606 2071.13 -645.232 3007.06 -611.55
|
||||
2.58 1062.62 -439.693 -2336.82 752.52 3600.31 -587.683 -1062.62 439.693 2336.82 -752.52 3410.16 -731.395
|
||||
2.59 1202.25 -526.502 -2653.6 876.962 4054.25 -701.035 -1202.25 526.502 2653.6 -876.962 3906.55 -878.47
|
||||
2.6 1365.11 -624.723 -3011.4 1012.87 4554.45 -828.746 -1365.11 624.723 3011.4 -1012.87 4479.76 -1045.42
|
||||
2.61 1544.02 -728.121 -3393.01 1152.13 5077.78 -962.758 -1544.02 728.121 3393.01 -1152.13 5101.24 -1221.6
|
||||
2.62 1728.74 -829.094 -3775.36 1284.91 5593.48 -1093.26 -1728.74 829.094 3775.36 -1284.91 5732.6 -1394.02
|
||||
2.63 1906.74 -919.365 -4131.39 1400.54 6065.55 -1209.58 -1906.74 919.365 4131.39 -1400.54 6328.61 -1548.51
|
||||
2.64 2064.19 -990.728 -4432.18 1488.45 6455.66 -1301.14 -2064.19 990.728 4432.18 -1488.45 6840.88 -1671.05
|
||||
2.65 2187.01 -1035.78 -4649.37 1539.16 6726.28 -1358.4 -2187.01 1035.78 4649.37 -1539.16 7221.84 -1748.95
|
||||
2.66 2261.99 -1048.6 -4757.48 1545.13 6843.82 -1373.74 -2261.99 1048.6 4757.48 -1545.13 7428.62 -1772.05
|
||||
2.67 2277.93 -1025.25 -4736.06 1501.47 6781.48 -1342.13 -2277.93 1025.25 4736.06 -1501.47 7426.7 -1733.64
|
||||
2.68 2226.48 -964.217 -4571.47 1406.47 6521.6 -1261.61 -2226.48 964.217 4571.47 -1406.47 7192.8 -1631.04
|
||||
2.69 2102.95 -866.512 -4258.13 1261.74 6057.35 -1133.53 -2102.95 866.512 4258.13 -1261.74 6717.03 -1466
|
||||
2.7 1906.7 -735.694 -3799.16 1072.25 5393.54 -962.528 -1906.7 735.694 3799.16 -1072.25 6003.95 -1244.55
|
||||
2.71 1641.34 -577.606 -3206.4 845.905 4546.67 -756.161 -1641.34 577.606 3206.4 -845.905 5072.54 -976.658
|
||||
2.72 1314.59 -399.939 -2499.74 593.028 3544.06 -524.393 -1314.59 399.939 2499.74 -593.028 3955.15 -675.425
|
||||
2.73 937.869 -211.641 -1705.87 325.542 2422.18 -278.81 -937.869 211.641 1705.87 -325.542 2695.44 -356.113
|
||||
2.74 525.607 -22.2178 -856.659 56.0924 1224.41 -31.7186 -525.607 22.2178 856.659 -56.0924 1345.56 -34.9347
|
||||
2.75 94.4124 159.004 12.9894 -202.908 -1.6861 204.807 -94.4124 -159.004 -12.9894 202.908 -37.2821 272.204
|
||||
2.76 -337.962 323.587 867.327 -440.186 -1207.41 419.84 337.962 -323.587 -867.327 440.186 -1394.57 550.922
|
||||
2.77 -753.714 464.607 1672.06 -646.405 -2345.95 604.406 753.714 -464.607 -1672.06 646.405 -2670.23 789.414
|
||||
2.78 -1136.09 577.118 2396.47 -814.787 -3375.23 752.085 1136.09 -577.118 -2396.47 814.787 -3814.19 979.267
|
||||
2.79 -1470.4 658.45 3015.27 -941.508 -4260.42 859.398 1470.4 -658.45 -3015.27 941.508 -4785.4 1115.95
|
||||
2.8 -1744.91 708.299 3510 -1025.83 -4975.83 925.916 1744.91 -708.299 -3510 1025.83 -5554.18 1198.98
|
||||
2.81 -1951.49 728.616 3869.91 -1069.97 -5506.09 954.124 1951.49 -728.616 -3869.91 1069.97 -6103.63 1231.73
|
||||
2.82 -2085.97 723.317 4092.25 -1078.75 -5846.62 949.042 2085.97 -723.317 -4092.25 1078.75 -6430.13 1220.91
|
||||
2.83 -2148.31 697.835 4182.01 -1059 -6003.26 917.653 2148.31 -697.835 -4182.01 1059 -6542.78 1175.85
|
||||
2.84 -2142.36 658.565 4151.1 -1018.81 -5991.22 868.186 2142.36 -658.565 -4151.1 1018.81 -6462.08 1107.51
|
||||
2.85 -2075.43 612.24 4017 -966.77 -5833.34 809.308 2075.43 -612.24 -4017 966.77 -6217.66 1027.41
|
||||
2.86 -1957.63 565.296 3801.21 -911.097 -5557.99 749.31 1957.63 -565.296 -3801.21 911.097 -5845.63 946.578
|
||||
2.87 -1801.05 523.281 3527.34 -858.902 -5196.58 695.345 1801.05 -523.281 -3527.34 858.902 -5385.45 874.499
|
||||
2.88 -1618.79 490.366 3219.28 -815.551 -4781.06 652.793 1618.79 -490.366 -3219.28 815.551 -4876.79 818.304
|
||||
2.89 -1424.05 468.986 2899.33 -784.227 -4341.48 624.803 1424.05 -468.986 -2899.33 784.227 -4356.52 782.154
|
||||
2.9 -1229.1 459.668 2586.66 -765.699 -3903.89 612.065 1229.1 -459.668 -2586.66 765.699 -3856.08 766.939
|
||||
2.91 -1044.54 461.039 2295.99 -758.34 -3488.57 612.822 1044.54 -461.039 -2295.99 758.34 -3399.4 770.296
|
||||
2.92 -878.554 470.019 2036.83 -758.364 -3108.97 623.119 878.554 -470.019 -2036.83 758.364 -3001.52 786.937
|
||||
2.93 -736.427 482.175 1813.04 -760.278 -2771.09 637.264 736.427 -482.175 -1813.04 760.278 -2668.03 809.262
|
||||
2.94 -620.339 492.207 1622.98 -757.486 -2473.66 648.445 620.339 -492.207 -1622.98 757.486 -2395.29 828.176
|
||||
2.95 -529.364 494.498 1460.1 -743.001 -2208.88 649.449 529.364 -494.498 -1460.1 743.001 -2171.43 834.044
|
||||
2.96 -459.741 483.698 1313.88 -710.197 -1963.64 633.41 459.741 -483.698 -1313.88 710.197 -1978.01 817.684
|
||||
2.97 -405.369 455.28 1171.15 -653.519 -1721.26 594.523 405.369 -455.28 -1171.15 653.519 -1792.18 771.316
|
||||
2.98 -358.479 406.01 1017.52 -569.108 -1463.41 528.656 358.479 -406.01 -1017.52 569.108 -1589.16 689.373
|
||||
2.99 -310.424 334.315 839.003 -455.265 -1172.16 433.817 310.424 -334.315 -839.003 455.265 -1344.85 569.128
|
||||
3 -252.525 240.495 623.401 -312.723 -831.941 310.43 252.525 -240.495 -623.401 312.723 -1038.26 411.055
|
||||
3.01 -176.907 126.774 361.661 -144.707 -431.289 161.401 176.907 -126.774 -361.661 144.707 -653.693 218.921
|
||||
3.02 -77.2582 -2.82085 48.8642 43.2368 35.8123 -8.04055 77.2582 2.82085 -48.8642 -43.2368 -182.405 -0.42198
|
||||
3.03 50.5409 -142.735 -315.107 243.614 569.032 -190.695 -50.5409 142.735 315.107 -243.614 376.289 -237.51
|
||||
3.04 207.961 -286.308 -725.314 447.523 1161.33 -377.939 -207.961 286.308 725.314 -447.523 1014.61 -480.985
|
||||
3.05 393.576 -426.286 -1171.91 645.332 1799.15 -560.384 -393.576 426.286 1171.91 -645.332 1716.59 -718.474
|
||||
3.06 603.046 -555.395 -1640.7 827.408 2463.11 -728.621 -603.046 555.395 1640.7 -827.408 2458.98 -937.565
|
||||
3.07 829.325 -666.913 -2114.01 984.856 3129.25 -873.953 -829.325 666.913 2114.01 -984.856 3212.78 -1126.79
|
||||
3.08 1063.09 -755.193 -2571.89 1110.2 3770.49 -989.077 -1063.09 755.193 2571.89 -1110.2 3945.18 -1276.5
|
||||
3.09 1293.36 -816.09 -2993.44 1197.92 4358.54 -1068.63 -1293.36 816.09 2993.44 -1197.92 4621.79 -1379.64
|
||||
3.1 1508.22 -847.261 -3358.27 1244.88 4865.72 -1109.58 -1508.22 847.261 3358.27 -1244.88 5209.08 -1432.2
|
||||
3.11 1695.71 -848.31 -3647.85 1250.46 5266.93 -1111.4 -1695.71 848.31 3647.85 -1250.46 5676.64 -1433.53
|
||||
3.12 1844.62 -820.766 -3846.85 1216.61 5541.27 -1076.07 -1844.62 820.766 3846.85 -1216.61 5999.27 -1386.23
|
||||
3.13 1945.32 -767.915 -3944.07 1147.58 5673.52 -1007.82 -1945.32 767.915 3944.07 -1147.58 6158.69 -1295.92
|
||||
3.14 1990.44 -694.484 -3933.26 1049.52 5655.05 -912.761 -1990.44 694.484 3933.26 -1049.52 6144.74 -1170.69
|
||||
3.15 1975.45 -606.222 -3813.47 929.961 5484.45 -798.305 -1975.45 606.222 3813.47 -929.961 5955.95 -1020.36
|
||||
3.16 1898.92 -509.406 -3589.04 797.122 5167.53 -672.566 -1898.92 509.406 3589.04 -797.122 5599.59 -855.653
|
||||
3.17 1762.75 -410.316 -3269.33 659.27 4716.92 -543.659 -1762.75 410.316 3269.33 -659.27 5091.07 -687.288
|
||||
3.18 1572 -314.725 -2868.01 524.04 4151.17 -419.052 -1572 314.725 2868.01 -524.04 4452.87 -525.122
|
||||
3.19 1334.6 -227.455 -2402.18 397.86 3493.59 -304.988 -1334.6 227.455 2402.18 -397.86 3712.96 -377.377
|
||||
3.2 1060.89 -152.022 -1891.25 285.494 2770.74 -206.029 -1060.89 152.022 1891.25 -285.494 2903 -250.038
|
||||
3.21 762.915 -90.4125 -1355.69 189.76 2010.76 -124.763 -762.915 90.4125 1355.69 -189.76 2056.33 -146.474
|
||||
3.22 453.671 -43.0063 -815.879 111.418 1241.77 -61.7124 -453.671 43.0063 815.879 -111.418 1205.87 -67.3067
|
||||
3.23 146.301 -8.64766 -290.838 49.2635 490.212 -15.4161 -146.301 8.64766 290.838 -49.2635 382.303 -10.5269
|
||||
3.24 -146.732 15.1446 202.72 0.38648 -220.499 17.2941 146.732 -15.1446 -202.72 -0.38648 -387.66 28.1396
|
||||
3.25 -414.395 31.8503 651.231 -39.4131 -871.134 40.8745 414.395 -31.8503 -651.231 39.4131 -1082.56 54.6764
|
||||
3.26 -647.72 45.5386 1044.82 -75.1041 -1447.41 60.5414 647.72 -45.5386 -1044.82 75.1041 -1687.06 76.0744
|
||||
3.27 -840.268 60.4147 1377.57 -111.843 -1940.36 81.687 840.268 -60.4147 -1377.57 111.843 -2192.35 99.557
|
||||
3.28 -988.42 80.3645 1647.48 -154.386 -2346.39 109.293 988.42 -80.3645 -1647.48 154.386 -2596.06 131.8
|
||||
3.29 -1091.44 108.539 1856.19 -206.557 -2666.86 147.395 1091.44 -108.539 -1856.19 206.557 -2901.72 178.221
|
||||
3.3 -1151.35 147.011 2008.42 -270.801 -2907.4 198.641 1151.35 -147.011 -2008.42 270.801 -3117.87 242.393
|
||||
3.31 -1172.6 196.543 2111.28 -347.887 -3076.99 263.988 1172.6 -196.543 -2111.28 347.887 -3256.84 325.642
|
||||
3.32 -1161.61 256.471 2173.41 -436.764 -3186.86 342.561 1161.61 -256.471 -2173.41 436.764 -3333.38 426.851
|
||||
3.33 -1126.13 324.727 2204.16 -534.596 -3249.29 431.676 1126.13 -324.727 -2204.16 534.596 -3363.18 542.506
|
||||
3.34 -1074.59 397.998 2212.63 -636.967 -3276.43 527.043 1074.59 -397.998 -2212.63 636.967 -3361.47 666.95
|
||||
3.35 -1015.37 471.99 2207 -738.237 -3279.28 623.115 1015.37 -471.99 -2207 738.237 -3341.72 792.854
|
||||
3.36 -956.154 541.8 2193.78 -832.008 -3266.74 713.56 956.154 -541.8 -2193.78 832.008 -3314.59 911.839
|
||||
3.37 -903.319 602.336 2177.4 -911.681 -3245.02 791.807 903.319 -602.336 -2177.4 911.681 -3287.18 1015.2
|
||||
3.38 -861.455 648.766 2159.94 -971.02 -3217.18 851.623 861.455 -648.766 -2159.94 971.02 -3262.63 1094.68
|
||||
3.39 -833.06 676.942 2141.05 -1004.71 -3183.1 887.662 833.06 -676.942 -2141.05 1004.71 -3240.05 1143.16
|
||||
3.4 -818.399 683.768 2118.15 -1008.8 -3139.66 895.939 818.399 -683.768 -2118.15 1008.8 -3214.8 1155.36
|
||||
3.41 -815.557 667.481 2086.77 -981.134 -3081.18 874.191 815.557 -667.481 -2086.77 981.134 -3179.13 1128.25
|
||||
3.42 -820.669 627.814 2041.04 -921.475 -3000.11 822.088 820.669 -627.814 -2041.04 921.475 -3123.01 1061.35
|
||||
3.43 -828.311 566.039 1974.34 -831.62 -2887.84 741.289 828.311 -566.039 -1974.34 831.62 -3035.17 956.827
|
||||
3.44 -832.008 484.875 1879.95 -715.26 -2735.62 635.321 832.008 -484.875 -1879.95 715.26 -2904.22 819.305
|
||||
3.45 -824.837 388.285 1751.76 -577.716 -2535.51 509.315 824.837 -388.285 -1751.76 577.716 -2719.77 655.539
|
||||
3.46 -800.055 281.164 1584.89 -425.533 -2281.18 369.611 800.055 -281.164 -1584.89 425.533 -2473.48 473.88
|
||||
3.47 -751.722 168.966 1376.25 -265.99 -1968.76 223.269 751.722 -168.966 -1376.25 265.99 -2159.98 283.63
|
||||
3.48 -675.259 57.2811 1124.93 -106.547 -1597.32 77.524 675.259 -57.2811 -1124.93 106.547 -1777.48 94.3192
|
||||
3.49 -567.912 -48.5879 832.514 45.7 -1169.3 -60.7557 567.912 48.5879 -832.514 -45.7 -1328.24 -85.0082
|
||||
3.5 -429.068 -144.015 503.103 184.532 -690.615 -185.575 429.068 144.015 -503.103 -184.532 -818.695 -246.469
|
||||
3.51 -260.425 -225.376 143.273 305.026 -170.548 -292.235 260.425 225.376 -143.273 -305.026 -259.272 -383.894
|
||||
3.52 -65.9725 -290.285 -238.203 403.861 378.594 -377.627 65.9725 290.285 238.203 -403.861 336.014 -493.228
|
||||
3.53 148.189 -337.712 -630.757 479.479 942.033 -440.401 -148.189 337.712 630.757 -479.479 950.239 -572.737
|
||||
3.54 374.198 -367.99 -1022.56 532.087 1503.24 -480.959 -374.198 367.99 1022.56 -532.087 1564.44 -623.012
|
||||
3.55 602.913 -382.697 -1401.12 563.519 2044.77 -501.315 -602.913 382.697 1401.12 -563.519 2158.6 -646.775
|
||||
3.56 824.488 -384.439 -1753.98 576.959 2549.2 -504.811 -824.488 384.439 1753.98 -576.959 2712.73 -648.505
|
||||
3.57 1029.01 -376.552 -2069.3 576.555 2999.98 -495.732 -1029.01 376.552 2069.3 -576.555 3207.92 -633.925
|
||||
3.58 1207.15 -362.75 -2336.57 566.967 3382.36 -478.852 -1207.15 362.75 2336.57 -566.967 3627.34 -609.399
|
||||
3.59 1350.76 -346.75 -2547.07 552.889 3684.09 -458.952 -1350.76 346.75 2547.07 -552.889 3957.11 -581.297
|
||||
3.6 1453.38 -331.912 -2694.34 538.586 3896.06 -440.359 -1453.38 331.912 2694.34 -538.586 4186.96 -555.378
|
||||
3.61 1510.68 -320.93 -2774.48 527.479 4012.71 -426.539 -1510.68 320.93 2774.48 -527.479 4310.73 -536.251
|
||||
3.62 1520.7 -315.582 -2786.28 521.843 4032.23 -419.783 -1520.7 315.582 2786.28 -521.843 4326.62 -526.963
|
||||
3.63 1483.97 -316.584 -2731.25 522.601 3956.62 -421.016 -1483.97 316.584 2731.25 -522.601 4237.13 -528.736
|
||||
3.64 1403.41 -323.541 -2613.43 529.273 3791.44 -429.73 -1403.41 323.541 2613.43 -529.273 4048.85 -540.892
|
||||
3.65 1284.13 -335.008 -2439.15 540.047 3545.45 -444.07 -1284.13 335.008 2439.15 -540.047 3771.99 -560.953
|
||||
3.66 1133.05 -348.649 -2216.61 551.992 3230.06 -461.032 -1133.05 348.649 2216.61 -551.992 3419.76 -584.916
|
||||
3.67 958.426 -361.487 -1955.4 561.369 2858.65 -476.787 -958.426 361.487 1955.4 -561.369 3007.54 -607.673
|
||||
3.68 769.256 -370.201 -1665.94 564.026 2445.81 -487.068 -769.256 370.201 1665.94 -564.026 2552.02 -623.534
|
||||
3.69 574.716 -371.473 -1358.95 555.832 2006.55 -487.612 -574.716 371.473 1358.95 -555.832 2070.3 -626.807
|
||||
3.7 383.547 -362.325 -1044.85 533.108 1555.55 -474.596 -383.547 362.325 1044.85 -533.108 1578.99 -612.378
|
||||
3.71 203.514 -340.425 -733.275 493.03 1106.41 -445.034 -203.514 340.425 733.275 -493.03 1093.42 -576.242
|
||||
3.72 40.9547 -304.346 -432.64 433.947 671.045 -397.106 -40.9547 304.346 432.64 -433.947 626.874 -515.932
|
||||
3.73 -99.559 -253.73 -149.787 355.598 259.24 -330.374 99.559 253.73 149.787 -355.598 190.12 -430.816
|
||||
3.74 -215.416 -189.37 110.226 259.218 -121.694 -245.884 215.416 189.37 -110.226 -259.218 -208.984 -322.225
|
||||
3.75 -306.013 -113.182 344.23 147.492 -467.051 -146.132 306.013 113.182 -344.23 -147.492 -565.638 -193.415
|
||||
3.76 -372.649 -28.0874 550.914 24.4048 -774.692 -34.9077 372.649 28.0874 -550.914 -24.4048 -878.049 -49.3544
|
||||
3.77 -418.287 62.2015 730.679 -105.042 -1044.84 82.9767 418.287 -62.2015 -730.679 105.042 -1147.19 103.628
|
||||
3.78 -447.191 153.456 885.383 -235.186 -1279.75 202.045 447.191 -153.456 -885.383 235.186 -1376.4 258.322
|
||||
3.79 -464.488 241.252 1018 -360.127 -1483.19 316.572 464.488 -241.252 -1018 360.127 -1570.81 407.184
|
||||
3.8 -475.665 321.311 1132.2 -474.166 -1659.93 421.019 475.665 -321.311 -1132.2 474.166 -1736.69 542.915
|
||||
3.81 -486.061 389.822 1231.96 -572.224 -1815.12 510.453 486.061 -389.822 -1231.96 572.224 -1880.76 659.015
|
||||
3.82 -500.387 443.727 1321.06 -650.218 -1953.7 580.913 500.387 -443.727 -1321.06 650.218 -2009.47 750.268
|
||||
3.83 -522.302 480.939 1402.71 -705.334 -2079.83 629.696 522.302 -480.939 -1402.71 705.334 -2128.31 813.12
|
||||
3.84 -554.094 500.478 1479.23 -736.215 -2196.42 655.527 554.094 -500.478 -1479.23 736.215 -2241.28 845.905
|
||||
3.85 -596.47 502.517 1551.74 -743.011 -2304.8 658.622 596.47 -502.517 -1551.74 743.011 -2350.41 848.928
|
||||
3.86 -648.488 488.326 1620 -727.316 -2404.46 640.614 648.488 -488.326 -1620 727.316 -2455.53 824.364
|
||||
3.87 -707.622 460.133 1682.42 -691.982 -2493.05 604.372 707.622 -460.133 -1682.42 691.982 -2554.19 776.027
|
||||
3.88 -769.957 420.905 1736.08 -640.845 -2566.5 553.725 769.957 -420.905 -1736.08 640.845 -2641.75 708.991
|
||||
3.89 -830.501 374.078 1776.97 -578.37 -2619.24 493.107 830.501 -374.078 -1776.97 578.37 -2711.68 629.128
|
||||
3.9 -883.585 323.256 1800.27 -509.263 -2644.69 427.173 883.585 -323.256 -1800.27 509.263 -2756.11 542.597
|
||||
3.91 -923.319 271.906 1800.69 -438.076 -2635.74 360.4 923.319 -271.906 -1800.69 438.076 -2766.33 455.318
|
||||
3.92 -944.074 223.075 1773 -368.843 -2585.37 296.732 944.074 -223.075 -1773 368.843 -2733.62 372.494
|
||||
3.93 -940.952 179.16 1712.41 -304.771 -2487.3 239.271 940.952 -179.16 -1712.41 304.771 -2649.93 298.21
|
||||
3.94 -910.201 141.738 1615.08 -248.026 -2336.59 190.066 910.201 -141.738 -1615.08 248.026 -2508.65 235.149
|
||||
3.95 -849.557 111.477 1478.52 -199.617 -2130.21 149.995 849.557 -111.477 -1478.52 199.617 -2305.34 184.435
|
||||
3.96 -758.478 88.1335 1301.91 -159.386 -1867.5 118.762 758.478 -88.1335 -1301.91 159.386 -2038.23 145.638
|
||||
3.97 -638.25 70.638 1086.41 -126.118 -1550.49 95.0059 638.25 -70.638 -1086.41 126.118 -1708.73 116.908
|
||||
3.98 -491.97 57.2472 835.197 -97.7363 -1184.05 76.4978 491.97 -57.2472 -835.197 97.7363 -1321.55 95.2438
|
||||
3.99 -324.391 45.7625 553.513 -71.5811 -775.8 60.4218 324.391 -45.7625 -553.513 71.5811 -884.739 76.8657
|
||||
4 -141.654 33.7837 248.476 -44.7336 -335.963 43.7023 141.654 -33.7837 -248.476 44.7336 -409.466 57.6488
|
||||
400
examples/space_frame_3d_results/recorders/elem_9.out
Normal file
400
examples/space_frame_3d_results/recorders/elem_9.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 0 3.74327 -1.1467 -0.0605923 2.86676 9.35817 0 -3.74327 1.1467 0.0605923 2.86676 9.35817
|
||||
0.02 0 34.7028 -10.0186 -0.369758 25.0464 86.7569 0 -34.7028 10.0186 0.369758 25.0464 86.7569
|
||||
0.03 0 148.402 -44.3902 -1.12449 110.975 371.004 0 -148.402 44.3902 1.12449 110.975 371.004
|
||||
0.04 0 388.1 -134.975 -2.39378 337.438 970.249 0 -388.1 134.975 2.39378 337.438 970.249
|
||||
0.05 0 709.363 -319.274 -4.13749 798.184 1773.41 0 -709.363 319.274 4.13749 798.184 1773.41
|
||||
0.06 0 983.186 -628.214 -6.23466 1570.53 2457.97 0 -983.186 628.214 6.23466 1570.53 2457.97
|
||||
0.07 0 1088.91 -1071.49 -8.53716 2678.72 2722.28 0 -1088.91 1071.49 8.53716 2678.72 2722.28
|
||||
0.08 0 1007.03 -1629.45 -10.9364 4073.63 2517.58 0 -1007.03 1629.45 10.9364 4073.63 2517.58
|
||||
0.09 0 827.295 -2255.43 -13.3623 5638.57 2068.24 0 -827.295 2255.43 13.3623 5638.57 2068.24
|
||||
0.1 0 668.918 -2886.76 -15.7628 7216.89 1672.29 0 -668.918 2886.76 15.7628 7216.89 1672.29
|
||||
0.11 3.90313e-11 600.342 -3459.75 -18.0594 8649.39 1500.85 -3.90313e-11 -600.342 3459.75 18.0594 8649.39 1500.85
|
||||
0.12 0 621.882 -3922.58 -20.1132 9806.46 1554.71 0 -621.882 3922.58 20.1132 9806.46 1554.71
|
||||
0.13 -7.80626e-11 698.021 -4242.34 -21.7357 10605.8 1745.05 7.80626e-11 -698.021 4242.34 21.7357 10605.8 1745.05
|
||||
0.14 0 788.648 -4405.46 -22.7185 11013.7 1971.62 0 -788.648 4405.46 22.7185 11013.7 1971.62
|
||||
0.15 0 852.156 -4412.36 -22.8844 11030.9 2130.39 0 -852.156 4412.36 22.8844 11030.9 2130.39
|
||||
0.16 0 844.795 -4269.15 -22.1351 10672.9 2111.99 0 -844.795 4269.15 22.1351 10672.9 2111.99
|
||||
0.17 0 741.253 -3981.05 -20.477 9952.61 1853.13 0 -741.253 3981.05 20.477 9952.61 1853.13
|
||||
0.18 0 562.644 -3551.04 -18.0253 8877.6 1406.61 0 -562.644 3551.04 18.0253 8877.6 1406.61
|
||||
0.19 3.90313e-11 376.841 -2985.01 -14.9745 7462.52 942.102 -3.90313e-11 -376.841 2985.01 14.9745 7462.52 942.102
|
||||
0.2 0 258.194 -2299.86 -11.5515 5749.65 645.485 0 -258.194 2299.86 11.5515 5749.65 645.485
|
||||
0.21 1.95156e-11 238.038 -1529.42 -7.96932 3823.56 595.096 -1.95156e-11 -238.038 1529.42 7.96932 3823.56 595.096
|
||||
0.22 -9.75782e-12 287.642 -723.662 -4.39666 1809.16 719.106 9.75782e-12 -287.642 723.662 4.39666 1809.16 719.106
|
||||
0.23 -1.21973e-11 343.217 58.9174 -0.95671 -147.293 858.043 1.21973e-11 -343.217 -58.9174 0.95671 -147.293 858.043
|
||||
0.24 9.75782e-12 346.769 762.52 2.25457 -1906.3 866.922 -9.75782e-12 -346.769 -762.52 -2.25457 -1906.3 866.922
|
||||
0.25 -1.95156e-11 271.014 1344.54 5.14565 -3361.34 677.534 1.95156e-11 -271.014 -1344.54 -5.14565 -3361.34 677.534
|
||||
0.26 0 121.047 1781.93 7.61737 -4454.81 302.617 0 -121.047 -1781.93 -7.61737 -4454.81 302.617
|
||||
0.27 0 -74.5247 2072.2 9.5713 -5180.51 -186.312 0 74.5247 -2072.2 -9.5713 -5180.51 -186.312
|
||||
0.28 0 -273.051 2229.53 10.9335 -5573.82 -682.629 0 273.051 -2229.53 -10.9335 -5573.82 -682.629
|
||||
0.29 0 -430.11 2277.54 11.6834 -5693.86 -1075.28 0 430.11 -2277.54 -11.6834 -5693.86 -1075.28
|
||||
0.3 0 -518.043 2241.88 11.8735 -5604.69 -1295.11 0 518.043 -2241.88 -11.8735 -5604.69 -1295.11
|
||||
0.31 0 -542.098 2145.14 11.6284 -5362.85 -1355.25 0 542.098 -2145.14 -11.6284 -5362.85 -1355.25
|
||||
0.32 0 -539.202 2006.32 11.1224 -5015.8 -1348.01 0 539.202 -2006.32 -11.1224 -5015.8 -1348.01
|
||||
0.33 0 -555.778 1843.74 10.542 -4609.34 -1389.45 0 555.778 -1843.74 -10.542 -4609.34 -1389.45
|
||||
0.34 0 -619.234 1678.81 10.0467 -4197.03 -1548.09 0 619.234 -1678.81 -10.0467 -4197.03 -1548.09
|
||||
0.35 0 -723.433 1537.24 9.74152 -3843.1 -1808.58 0 723.433 -1537.24 -9.74152 -3843.1 -1808.58
|
||||
0.36 0 -835.747 1446.02 9.66939 -3615.05 -2089.37 0 835.747 -1446.02 -9.66939 -3615.05 -2089.37
|
||||
0.37 0 -916.491 1427.28 9.82104 -3568.21 -2291.23 0 916.491 -1427.28 -9.82104 -3568.21 -2291.23
|
||||
0.38 0 -936.599 1491.63 10.1554 -3729.09 -2341.5 0 936.599 -1491.63 -10.1554 -3729.09 -2341.5
|
||||
0.39 0 -886.701 1633.91 10.6196 -4084.76 -2216.75 0 886.701 -1633.91 -10.6196 -4084.76 -2216.75
|
||||
0.4 3.90313e-11 -778.834 1832.97 11.1593 -4582.42 -1947.08 -3.90313e-11 778.834 -1832.97 -11.1593 -4582.42 -1947.08
|
||||
0.41 0 -642.59 2055.69 11.718 -5139.23 -1606.48 0 642.59 -2055.69 -11.718 -5139.23 -1606.48
|
||||
0.42 0 -514.794 2263.69 12.2264 -5659.22 -1286.99 0 514.794 -2263.69 -12.2264 -5659.22 -1286.99
|
||||
0.43 0 -423.755 2420.7 12.5934 -6051.75 -1059.39 0 423.755 -2420.7 -12.5934 -6051.75 -1059.39
|
||||
0.44 0 -375.407 2498.32 12.7049 -6245.8 -938.518 0 375.407 -2498.32 -12.7049 -6245.8 -938.518
|
||||
0.45 -3.90313e-11 -351.025 2478.56 12.4374 -6196.39 -877.562 3.90313e-11 351.025 -2478.56 -12.4374 -6196.39 -877.562
|
||||
0.46 3.90313e-11 -319.416 2353.02 11.6821 -5882.56 -798.54 -3.90313e-11 319.416 -2353.02 -11.6821 -5882.56 -798.54
|
||||
0.47 0 -255.726 2120.2 10.3724 -5300.5 -639.316 0 255.726 -2120.2 -10.3724 -5300.5 -639.316
|
||||
0.48 0 -154.517 1782.77 8.5025 -4456.93 -386.291 0 154.517 -1782.77 -8.5025 -4456.93 -386.291
|
||||
0.49 1.95156e-11 -30.3019 1346.78 6.13233 -3366.95 -75.7548 -1.95156e-11 30.3019 -1346.78 -6.13233 -3366.95 -75.7548
|
||||
0.5 -1.95156e-11 91.8351 822.923 3.37671 -2057.31 229.588 1.95156e-11 -91.8351 -822.923 -3.37671 -2057.31 229.588
|
||||
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|
||||
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|
||||
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|
||||
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|
||||
0.55 0 264.242 -2211.25 -10.9775 5528.13 660.604 0 -264.242 2211.25 10.9775 5528.13 660.604
|
||||
0.56 3.90313e-11 290.073 -2649.2 -13.0646 6623 725.184 -3.90313e-11 -290.073 2649.2 13.0646 6623 725.184
|
||||
0.57 0 349.745 -2959.94 -14.6682 7399.85 874.363 0 -349.745 2959.94 14.6682 7399.85 874.363
|
||||
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|
||||
0.59 0 522.357 -3175.87 -16.191 7939.67 1305.89 0 -522.357 3175.87 16.191 7939.67 1305.89
|
||||
0.6 0 590.594 -3097.28 -16.0691 7743.21 1476.48 0 -590.594 3097.28 16.0691 7743.21 1476.48
|
||||
0.61 0 625.877 -2917.26 -15.4029 7293.15 1564.69 0 -625.877 2917.26 15.4029 7293.15 1564.69
|
||||
0.62 0 629.247 -2657.11 -14.2848 6642.78 1573.12 0 -629.247 2657.11 14.2848 6642.78 1573.12
|
||||
0.63 0 612.994 -2339.21 -12.8436 5848.04 1532.49 0 -612.994 2339.21 12.8436 5848.04 1532.49
|
||||
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|
||||
0.65 0 581.94 -1623.72 -9.56975 4059.29 1454.85 0 -581.94 1623.72 9.56975 4059.29 1454.85
|
||||
0.66 0 582.104 -1274.98 -7.99508 3187.44 1455.26 0 -582.104 1274.98 7.99508 3187.44 1455.26
|
||||
0.67 0 586.026 -964.213 -6.5836 2410.53 1465.06 0 -586.026 964.213 6.5836 2410.53 1465.06
|
||||
0.68 9.75782e-12 578.66 -711.205 -5.38164 1778.01 1446.65 -9.75782e-12 -578.66 711.205 5.38164 1778.01 1446.65
|
||||
0.69 0 544.371 -528.43 -4.40434 1321.07 1360.93 0 -544.371 528.43 4.40434 1321.07 1360.93
|
||||
0.7 0 474.624 -418.448 -3.6438 1046.12 1186.56 0 -474.624 418.448 3.6438 1046.12 1186.56
|
||||
0.71 0 372.661 -373.138 -3.07561 932.844 931.651 0 -372.661 373.138 3.07561 932.844 931.651
|
||||
0.72 0 252.431 -375.187 -2.66154 937.968 631.078 0 -252.431 375.187 2.66154 937.968 631.078
|
||||
0.73 0 132.338 -401.442 -2.34892 1003.6 330.845 0 -132.338 401.442 2.34892 1003.6 330.845
|
||||
0.74 -4.87891e-12 27.3155 -427.063 -2.06969 1067.66 68.2888 4.87891e-12 -27.3155 427.063 2.06969 1067.66 68.2888
|
||||
0.75 9.75782e-12 -56.5949 -429.309 -1.74291 1073.27 -141.487 -9.75782e-12 56.5949 429.309 1.74291 1073.27 -141.487
|
||||
0.76 0 -122.918 -390.065 -1.28269 975.162 -307.295 0 122.918 390.065 1.28269 975.162 -307.295
|
||||
0.77 0 -181.121 -296.875 -0.61121 742.187 -452.803 0 181.121 296.875 0.61121 742.187 -452.803
|
||||
0.78 2.43945e-12 -240.935 -142.814 0.326597 357.035 -602.337 -2.43945e-12 240.935 142.814 -0.326597 357.035 -602.337
|
||||
0.79 -1.21973e-12 -307.224 74.0805 1.55102 -185.201 -768.061 1.21973e-12 307.224 -74.0805 -1.55102 -185.201 -768.061
|
||||
0.8 0 -377.45 351.147 3.04188 -877.867 -943.626 0 377.45 -351.147 -3.04188 -877.867 -943.626
|
||||
0.81 0 -442.674 680.872 4.74078 -1702.18 -1106.69 0 442.674 -680.872 -4.74078 -1702.18 -1106.69
|
||||
0.82 0 -491.69 1050.3 6.5602 -2625.76 -1229.22 0 491.69 -1050.3 -6.5602 -2625.76 -1229.22
|
||||
0.83 0 -516.411 1440.71 8.39615 -3601.77 -1291.03 0 516.411 -1440.71 -8.39615 -3601.77 -1291.03
|
||||
0.84 0 -515.898 1828.13 10.1408 -4570.32 -1289.74 0 515.898 -1828.13 -10.1408 -4570.32 -1289.74
|
||||
0.85 0 -496.977 2185.3 11.6919 -5463.26 -1242.44 0 496.977 -2185.3 -11.6919 -5463.26 -1242.44
|
||||
0.86 3.90313e-11 -471.19 2484.69 12.9584 -6211.71 -1177.98 -3.90313e-11 471.19 -2484.69 -12.9584 -6211.71 -1177.98
|
||||
0.87 0 -449.713 2702.01 13.8632 -6755.02 -1124.28 0 449.713 -2702.01 -13.8632 -6755.02 -1124.28
|
||||
0.88 0 -438.783 2819.42 14.3447 -7048.54 -1096.96 0 438.783 -2819.42 -14.3447 -7048.54 -1096.96
|
||||
0.89 0 -437.674 2827.47 14.3601 -7068.66 -1094.18 0 437.674 -2827.47 -14.3601 -7068.66 -1094.18
|
||||
0.9 0 -439.837 2725.59 13.8899 -6813.98 -1099.59 0 439.837 -2725.59 -13.8899 -6813.98 -1099.59
|
||||
0.91 0 -436.419 2521.25 12.9439 -6303.11 -1091.05 0 436.419 -2521.25 -12.9439 -6303.11 -1091.05
|
||||
0.92 0 -420.441 2228.18 11.5648 -5570.45 -1051.1 0 420.441 -2228.18 -11.5648 -5570.45 -1051.1
|
||||
0.93 0 -389.811 1864.56 9.82785 -4661.41 -974.527 0 389.811 -1864.56 -9.82785 -4661.41 -974.527
|
||||
0.94 0 -347.876 1451.38 7.83496 -3628.46 -869.69 0 347.876 -1451.38 -7.83496 -3628.46 -869.69
|
||||
0.95 1.95156e-11 -301.362 1011.28 5.70425 -2528.2 -753.404 -1.95156e-11 301.362 -1011.28 -5.70425 -2528.2 -753.404
|
||||
0.96 9.75782e-12 -256.76 567.679 3.5566 -1419.2 -641.9 -9.75782e-12 256.76 -567.679 -3.5566 -1419.2 -641.9
|
||||
0.97 -4.87891e-12 -217.001 143.765 1.5027 -359.412 -542.502 4.87891e-12 217.001 -143.765 -1.5027 -359.412 -542.502
|
||||
0.98 4.87891e-12 -180.054 -238.907 -0.366721 597.269 -450.135 -4.87891e-12 180.054 238.907 0.366721 597.269 -450.135
|
||||
0.99 0 -140.078 -562.271 -1.98622 1405.68 -350.195 0 140.078 562.271 1.98622 1405.68 -350.195
|
||||
1 0 -90.4349 -813.734 -3.31656 2034.34 -226.087 0 90.4349 813.734 3.31656 2034.34 -226.087
|
||||
1.01 0 -27.0369 -987.77 -4.34292 2469.42 -67.5922 0 27.0369 987.77 4.34292 2469.42 -67.5922
|
||||
1.02 0 49.5083 -1086.59 -5.07196 2716.49 123.771 0 -49.5083 1086.59 5.07196 2716.49 123.771
|
||||
1.03 0 133.829 -1119.65 -5.52936 2799.11 334.571 0 -133.829 1119.65 5.52936 2799.11 334.571
|
||||
1.04 0 217.705 -1101.94 -5.75771 2754.84 544.264 0 -217.705 1101.94 5.75771 2754.84 544.264
|
||||
1.05 0 293.066 -1051.7 -5.81435 2629.25 732.665 0 -293.066 1051.7 5.81435 2629.25 732.665
|
||||
1.06 0 354.726 -987.871 -5.76757 2469.68 886.816 0 -354.726 987.871 5.76757 2469.68 886.816
|
||||
1.07 0 401.707 -927.951 -5.69055 2319.88 1004.27 0 -401.707 927.951 5.69055 2319.88 1004.27
|
||||
1.08 0 436.599 -886.503 -5.65302 2216.26 1091.5 0 -436.599 886.503 5.65302 2216.26 1091.5
|
||||
1.09 0 463.4 -874.328 -5.712 2185.82 1158.5 0 -463.4 874.328 5.712 2185.82 1158.5
|
||||
1.1 -1.95156e-11 484.952 -898.084 -5.90352 2245.21 1212.38 1.95156e-11 -484.952 898.084 5.90352 2245.21 1212.38
|
||||
1.11 0 501.267 -960.098 -6.23753 2400.25 1253.17 0 -501.267 960.098 6.23753 2400.25 1253.17
|
||||
1.12 0 509.523 -1058.19 -6.69699 2645.47 1273.81 0 -509.523 1058.19 6.69699 2645.47 1273.81
|
||||
1.13 0 505.6 -1185.53 -7.24121 2963.82 1264 0 -505.6 1185.53 7.24121 2963.82 1264
|
||||
1.14 0 486.341 -1330.75 -7.8122 3326.87 1215.85 0 -486.341 1330.75 7.8122 3326.87 1215.85
|
||||
1.15 0 451.396 -1478.56 -8.3423 3696.4 1128.49 0 -451.396 1478.56 8.3423 3696.4 1128.49
|
||||
1.16 0 403.84 -1611.01 -8.76155 4027.53 1009.6 0 -403.84 1611.01 8.76155 4027.53 1009.6
|
||||
1.17 0 349.308 -1709.4 -9.00359 4273.51 873.27 0 -349.308 1709.4 9.00359 4273.51 873.27
|
||||
1.18 0 294.074 -1756.49 -9.01033 4391.22 735.184 0 -294.074 1756.49 9.01033 4391.22 735.184
|
||||
1.19 0 242.919 -1738.65 -8.73561 4346.63 607.298 0 -242.919 1738.65 8.73561 4346.63 607.298
|
||||
1.2 0 197.722 -1647.52 -8.14869 4118.8 494.305 0 -197.722 1647.52 8.14869 4118.8 494.305
|
||||
1.21 0 157.343 -1480.82 -7.23775 3702.05 393.358 0 -157.343 1480.82 7.23775 3702.05 393.358
|
||||
1.22 0 118.795 -1242.39 -6.01304 3105.99 296.987 0 -118.795 1242.39 6.01304 3105.99 296.987
|
||||
1.23 0 79.0693 -941.54 -4.50873 2353.85 197.673 0 -79.0693 941.54 4.50873 2353.85 197.673
|
||||
1.24 0 36.733 -591.952 -2.78236 1479.88 91.8325 0 -36.733 591.952 2.78236 1479.88 91.8325
|
||||
1.25 -2.43945e-12 -7.44499 -210.541 -0.911336 526.352 -18.6125 2.43945e-12 7.44499 210.541 0.911336 526.352 -18.6125
|
||||
1.26 0 -51.0392 183.73 1.01361 -459.325 -127.598 0 51.0392 -183.73 -1.01361 -459.325 -127.598
|
||||
1.27 0 -91.3245 570.965 2.89686 -1427.41 -228.311 0 91.3245 -570.965 -2.89686 -1427.41 -228.311
|
||||
1.28 0 -126.723 931.496 4.64681 -2328.74 -316.807 0 126.723 -931.496 -4.64681 -2328.74 -316.807
|
||||
1.29 0 -157.632 1247.17 6.18376 -3117.91 -394.079 0 157.632 -1247.17 -6.18376 -3117.91 -394.079
|
||||
1.3 0 -186.262 1502.71 7.44561 -3756.79 -465.656 0 186.262 -1502.71 -7.44561 -3756.79 -465.656
|
||||
1.31 0 -215.583 1687.15 8.39107 -4217.86 -538.958 0 215.583 -1687.15 -8.39107 -4217.86 -538.958
|
||||
1.32 0 -247.869 1794.81 9.00054 -4487.04 -619.671 0 247.869 -1794.81 -9.00054 -4487.04 -619.671
|
||||
1.33 0 -283.519 1826 9.27553 -4565 -708.797 0 283.519 -1826 -9.27553 -4565 -708.797
|
||||
1.34 0 -320.679 1786.77 9.23713 -4466.93 -801.696 0 320.679 -1786.77 -9.23713 -4466.93 -801.696
|
||||
1.35 0 -355.808 1688.14 8.92379 -4220.34 -889.519 0 355.808 -1688.14 -8.92379 -4220.34 -889.519
|
||||
1.36 0 -384.923 1544.65 8.3885 -3861.61 -962.309 0 384.923 -1544.65 -8.3885 -3861.61 -962.309
|
||||
1.37 0 -404.936 1372.71 7.69488 -3431.77 -1012.34 0 404.936 -1372.71 -7.69488 -3431.77 -1012.34
|
||||
1.38 0 -414.494 1188.92 6.91207 -2972.3 -1036.24 0 414.494 -1188.92 -6.91207 -2972.3 -1036.24
|
||||
1.39 0 -414.018 1008.62 6.10851 -2521.54 -1035.05 0 414.018 -1008.62 -6.10851 -2521.54 -1035.05
|
||||
1.4 0 -404.999 844.755 5.34522 -2111.89 -1012.5 0 404.999 -844.755 -5.34522 -2111.89 -1012.5
|
||||
1.41 0 -388.961 707.159 4.66969 -1767.9 -972.402 0 388.961 -707.159 -4.66969 -1767.9 -972.402
|
||||
1.42 9.75782e-12 -366.624 601.985 4.11138 -1504.96 -916.561 -9.75782e-12 366.624 -601.985 -4.11138 -1504.96 -916.561
|
||||
1.43 0 -337.652 531.409 3.67966 -1328.52 -844.13 0 337.652 -531.409 -3.67966 -1328.52 -844.13
|
||||
1.44 0 -301.071 493.515 3.36438 -1233.79 -752.677 0 301.071 -493.515 -3.36438 -1233.79 -752.677
|
||||
1.45 0 -256.137 482.44 3.13883 -1206.1 -640.343 0 256.137 -482.44 -3.13883 -1206.1 -640.343
|
||||
1.46 0 -203.201 488.877 2.96413 -1222.19 -508.002 0 203.201 -488.877 -2.96413 -1222.19 -508.002
|
||||
1.47 0 -144.146 500.981 2.79443 -1252.45 -360.365 0 144.146 -500.981 -2.79443 -1252.45 -360.365
|
||||
1.48 0 -82.1854 505.656 2.58192 -1264.14 -205.463 0 82.1854 -505.656 -2.58192 -1264.14 -205.463
|
||||
1.49 0 -21.088 490.078 2.28147 -1225.2 -52.7199 0 21.088 -490.078 -2.28147 -1225.2 -52.7199
|
||||
1.5 0 35.8147 443.235 1.85474 -1108.09 89.5368 0 -35.8147 -443.235 -1.85474 -1108.09 89.5368
|
||||
1.51 0 86.4222 357.238 1.27384 -893.095 216.056 0 -86.4222 -357.238 -1.27384 -893.095 216.056
|
||||
1.52 0 130.141 228.214 0.524481 -570.536 325.352 0 -130.141 -228.214 -0.524481 -570.536 325.352
|
||||
1.53 0 167.575 56.6956 -0.391548 -141.739 418.937 0 -167.575 -56.6956 0.391548 -141.739 418.937
|
||||
1.54 -2.43945e-12 199.826 -152.491 -1.455 381.229 499.564 2.43945e-12 -199.826 152.491 1.455 381.229 499.564
|
||||
1.55 0 227.752 -390.721 -2.62942 976.803 569.379 0 -227.752 390.721 2.62942 976.803 569.379
|
||||
1.56 0 251.526 -646.327 -3.86331 1615.82 628.815 0 -251.526 646.327 3.86331 1615.82 628.815
|
||||
1.57 0 270.662 -905.51 -5.0942 2263.78 676.656 0 -270.662 905.51 5.0942 2263.78 676.656
|
||||
1.58 0 284.451 -1153.34 -6.25419 2883.34 711.127 0 -284.451 1153.34 6.25419 2883.34 711.127
|
||||
1.59 0 292.546 -1374.8 -7.27609 3436.99 731.366 0 -292.546 1374.8 7.27609 3436.99 731.366
|
||||
1.6 0 295.401 -1555.92 -8.0995 3889.79 738.502 0 -295.401 1555.92 8.0995 3889.79 738.502
|
||||
1.61 0 294.301 -1684.87 -8.67576 4212.17 735.752 0 -294.301 1684.87 8.67576 4212.17 735.752
|
||||
1.62 0 290.992 -1753.04 -8.97157 4382.6 727.48 0 -290.992 1753.04 8.97157 4382.6 727.48
|
||||
1.63 0 287.051 -1755.84 -8.97102 4389.6 717.628 0 -287.051 1755.84 8.97102 4389.6 717.628
|
||||
1.64 0 283.292 -1693.21 -8.67612 4233.02 708.231 0 -283.292 1693.21 8.67612 4233.02 708.231
|
||||
1.65 0 279.471 -1569.66 -8.10629 3924.16 698.678 0 -279.471 1569.66 8.10629 3924.16 698.678
|
||||
1.66 0 274.404 -1393.85 -7.29664 3484.61 686.01 0 -274.404 1393.85 7.29664 3484.61 686.01
|
||||
1.67 0 266.441 -1177.67 -6.29554 2944.17 666.101 0 -266.441 1177.67 6.29554 2944.17 666.101
|
||||
1.68 0 254.068 -935.191 -5.16119 2337.98 635.171 0 -254.068 935.191 5.16119 2337.98 635.171
|
||||
1.69 0 236.398 -681.33 -3.95731 1703.33 590.994 0 -236.398 681.33 3.95731 1703.33 590.994
|
||||
1.7 0 213.338 -430.652 -2.74825 1076.63 533.345 0 -213.338 430.652 2.74825 1076.63 533.345
|
||||
1.71 0 185.433 -196.278 -1.59377 490.694 463.582 0 -185.433 196.278 1.59377 490.694 463.582
|
||||
1.72 9.14796e-13 153.478 10.9942 -0.544168 -27.4856 383.695 -9.14796e-13 -153.478 -10.9942 0.544168 -27.4856 383.695
|
||||
1.73 0 118.135 183.339 0.363588 -458.348 295.337 0 -118.135 -183.339 -0.363588 -458.348 295.337
|
||||
1.74 0 79.7367 316.338 1.1083 -790.846 199.342 0 -79.7367 -316.338 -1.1083 -790.846 199.342
|
||||
1.75 0 38.373 409.173 1.68517 -1022.93 95.9326 0 -38.373 -409.173 -1.68517 -1022.93 95.9326
|
||||
1.76 0 -5.79836 464.559 2.10471 -1161.4 -14.4959 0 5.79836 -464.559 -2.10471 -1161.4 -14.4959
|
||||
1.77 0 -52.1844 488.392 2.39025 -1220.98 -130.461 0 52.1844 -488.392 -2.39025 -1220.98 -130.461
|
||||
1.78 0 -99.525 489.098 2.57447 -1222.74 -248.812 0 99.525 -489.098 -2.57447 -1222.74 -248.812
|
||||
1.79 0 -145.926 476.707 2.69547 -1191.77 -364.814 0 145.926 -476.707 -2.69547 -1191.77 -364.814
|
||||
1.8 0 -189.158 461.756 2.79274 -1154.39 -472.895 0 189.158 -461.756 -2.79274 -1154.39 -472.895
|
||||
1.81 0 -227.111 454.121 2.90328 -1135.3 -567.777 0 227.111 -454.121 -2.90328 -1135.3 -567.777
|
||||
1.82 0 -258.216 461.955 3.05804 -1154.89 -645.539 0 258.216 -461.955 -3.05804 -1154.89 -645.539
|
||||
1.83 0 -281.68 490.845 3.27888 -1227.11 -704.201 0 281.68 -490.845 -3.27888 -1227.11 -704.201
|
||||
1.84 0 -297.465 543.281 3.57616 -1358.2 -743.663 0 297.465 -543.281 -3.57616 -1358.2 -743.663
|
||||
1.85 0 -306.038 618.476 3.94734 -1546.19 -765.096 0 306.038 -618.476 -3.94734 -1546.19 -765.096
|
||||
1.86 0 -308.05 712.509 4.37674 -1781.27 -770.125 0 308.05 -712.509 -4.37674 -1781.27 -770.125
|
||||
1.87 0 -304.074 818.74 4.83667 -2046.85 -760.185 0 304.074 -818.74 -4.83667 -2046.85 -760.185
|
||||
1.88 0 -294.524 928.423 5.28993 -2321.06 -736.31 0 294.524 -928.423 -5.28993 -2321.06 -736.31
|
||||
1.89 0 -279.753 1031.48 5.69341 -2578.7 -699.382 0 279.753 -1031.48 -5.69341 -2578.7 -699.382
|
||||
1.9 0 -260.257 1117.35 6.0024 -2793.38 -650.643 0 260.257 -1117.35 -6.0024 -2793.38 -650.643
|
||||
1.91 0 -236.852 1175.93 6.17509 -2939.83 -592.13 0 236.852 -1175.93 -6.17509 -2939.83 -592.13
|
||||
1.92 0 -210.707 1198.45 6.17662 -2996.14 -526.767 0 210.707 -1198.45 -6.17662 -2996.14 -526.767
|
||||
1.93 0 -183.205 1178.37 5.98243 -2945.92 -458.012 0 183.205 -1178.37 -5.98243 -2945.92 -458.012
|
||||
1.94 0 -155.667 1112.02 5.58057 -2780.04 -389.168 0 155.667 -1112.02 -5.58057 -2780.04 -389.168
|
||||
1.95 0 -129.062 999.069 4.97283 -2497.67 -322.656 0 129.062 -999.069 -4.97283 -2497.67 -322.656
|
||||
1.96 0 -103.812 842.694 4.17492 -2106.73 -259.529 0 103.812 -842.694 -4.17492 -2106.73 -259.529
|
||||
1.97 0 -79.7782 649.333 3.21547 -1623.33 -199.446 0 79.7782 -649.333 -3.21547 -1623.33 -199.446
|
||||
1.98 0 -56.4321 428.2 2.13425 -1070.5 -141.08 0 56.4321 -428.2 -2.13425 -1070.5 -141.08
|
||||
1.99 0 -33.1178 190.505 0.979479 -476.263 -82.7945 0 33.1178 -190.505 -0.979479 -476.263 -82.7945
|
||||
2 2.43945e-12 -9.31507 -51.4657 -0.195572 128.664 -23.2877 -2.43945e-12 9.31507 51.4657 0.195572 128.664 -23.2877
|
||||
2.01 0 15.2075 -285.333 -1.33644 713.332 38.0187 0 -15.2075 285.333 1.33644 713.332 38.0187
|
||||
2.02 0 40.3849 -499.557 -2.39162 1248.89 100.962 0 -40.3849 499.557 2.39162 1248.89 100.962
|
||||
2.03 9.75782e-12 65.9664 -684.27 -3.31642 1710.67 164.916 -9.75782e-12 -65.9664 684.27 3.31642 1710.67 164.916
|
||||
2.04 0 91.6653 -831.932 -4.07634 2079.83 229.163 0 -91.6653 831.932 4.07634 2079.83 229.163
|
||||
2.05 1.95156e-11 117.258 -937.813 -4.64939 2344.53 293.146 -1.95156e-11 -117.258 937.813 4.64939 2344.53 293.146
|
||||
2.06 0 142.582 -1000.25 -5.02724 2500.62 356.454 0 -142.582 1000.25 5.02724 2500.62 356.454
|
||||
2.07 -1.95156e-11 167.428 -1020.67 -5.21504 2551.67 418.57 1.95156e-11 -167.428 1020.67 5.21504 2551.67 418.57
|
||||
2.08 0 191.398 -1003.36 -5.23012 2508.41 478.495 0 -191.398 1003.36 5.23012 2508.41 478.495
|
||||
2.09 0 213.794 -955.051 -5.09968 2387.63 534.485 0 -213.794 955.051 5.09968 2387.63 534.485
|
||||
2.1 0 233.616 -884.181 -4.85781 2210.45 584.04 0 -233.616 884.181 4.85781 2210.45 584.04
|
||||
2.11 0 249.683 -800.111 -4.54223 2000.28 624.207 0 -249.683 800.111 4.54223 2000.28 624.207
|
||||
2.12 0 260.839 -712.209 -4.19082 1780.52 652.097 0 -260.839 712.209 4.19082 1780.52 652.097
|
||||
2.13 0 266.178 -628.968 -3.83844 1572.42 665.446 0 -266.178 628.968 3.83844 1572.42 665.446
|
||||
2.14 -9.75782e-12 265.202 -557.253 -3.51394 1393.13 663.006 9.75782e-12 -265.202 557.253 3.51394 1393.13 663.006
|
||||
2.15 0 257.865 -501.733 -3.23785 1254.33 644.661 0 -257.865 501.733 3.23785 1254.33 644.661
|
||||
2.16 0 244.506 -464.563 -3.02079 1161.41 611.266 0 -244.506 464.563 3.02079 1161.41 611.266
|
||||
2.17 -9.75782e-12 225.722 -445.312 -2.86281 1113.28 564.304 9.75782e-12 -225.722 445.312 2.86281 1113.28 564.304
|
||||
2.18 9.75782e-12 202.224 -441.133 -2.75375 1102.83 505.56 -9.75782e-12 -202.224 441.133 2.75375 1102.83 505.56
|
||||
2.19 -9.75782e-12 174.763 -447.137 -2.67469 1117.84 436.908 9.75782e-12 -174.763 447.137 2.67469 1117.84 436.908
|
||||
2.2 0 144.118 -456.937 -2.60027 1142.34 360.295 0 -144.118 456.937 2.60027 1142.34 360.295
|
||||
2.21 0 111.14 -463.301 -2.50167 1158.25 277.85 0 -111.14 463.301 2.50167 1158.25 277.85
|
||||
2.22 -9.75782e-12 76.8044 -458.884 -2.34995 1147.21 192.011 9.75782e-12 -76.8044 458.884 2.34995 1147.21 192.011
|
||||
2.23 0 42.2126 -436.973 -2.11928 1092.43 105.531 0 -42.2126 436.973 2.11928 1092.43 105.531
|
||||
2.24 0 8.52486 -392.186 -1.78984 980.465 21.3122 0 -8.52486 392.186 1.78984 980.465 21.3122
|
||||
2.25 0 -23.1694 -321.073 -1.35011 802.682 -57.9235 0 23.1694 321.073 1.35011 802.682 -57.9235
|
||||
2.26 0 -52.0014 -222.536 -0.798268 556.341 -130.003 0 52.0014 222.536 0.798268 556.341 -130.003
|
||||
2.27 -1.21973e-12 -77.4373 -98.0419 -0.142827 245.105 -193.593 1.21973e-12 77.4373 98.0419 0.142827 245.105 -193.593
|
||||
2.28 0 -99.3159 48.4237 0.597659 -121.059 -248.29 0 99.3159 -48.4237 -0.597659 -121.059 -248.29
|
||||
2.29 0 -117.797 210.636 1.39572 -526.59 -294.493 0 117.797 -210.636 -1.39572 -526.59 -294.493
|
||||
2.3 0 -133.245 380.629 2.21683 -951.573 -333.113 0 133.245 -380.629 -2.21683 -951.573 -333.113
|
||||
2.31 9.75782e-12 -146.091 549.348 3.02195 -1373.37 -365.228 -9.75782e-12 146.091 -549.348 -3.02195 -1373.37 -365.228
|
||||
2.32 0 -156.724 707.386 3.77042 -1768.47 -391.81 0 156.724 -707.386 -3.77042 -1768.47 -391.81
|
||||
2.33 -9.75782e-12 -165.438 845.748 4.42323 -2114.37 -413.596 9.75782e-12 165.438 -845.748 -4.42323 -2114.37 -413.596
|
||||
2.34 0 -172.44 956.549 4.94605 -2391.37 -431.101 0 172.44 -956.549 -4.94605 -2391.37 -431.101
|
||||
2.35 0 -177.883 1033.63 5.31205 -2584.06 -444.708 0 177.883 -1033.63 -5.31205 -2584.06 -444.708
|
||||
2.36 0 -181.901 1072.99 5.50398 -2682.49 -454.752 0 181.901 -1072.99 -5.50398 -2682.49 -454.752
|
||||
2.37 0 -184.608 1073.15 5.51545 -2682.86 -461.521 0 184.608 -1073.15 -5.51545 -2682.86 -461.521
|
||||
2.38 0 -186.063 1035.13 5.35123 -2587.83 -465.159 0 186.063 -1035.13 -5.35123 -2587.83 -465.159
|
||||
2.39 0 -186.207 962.458 5.0266 -2406.14 -465.517 0 186.207 -962.458 -5.0266 -2406.14 -465.517
|
||||
2.4 0 -184.815 860.776 4.56591 -2151.94 -462.038 0 184.815 -860.776 -4.56591 -2151.94 -462.038
|
||||
2.41 0 -181.497 737.391 4.00038 -1843.48 -453.744 0 181.497 -737.391 -4.00038 -1843.48 -453.744
|
||||
2.42 0 -175.745 600.639 3.36548 -1501.6 -439.362 0 175.745 -600.639 -3.36548 -1501.6 -439.362
|
||||
2.43 0 -167.032 459.175 2.69814 -1147.94 -417.581 0 167.032 -459.175 -2.69814 -1147.94 -417.581
|
||||
2.44 0 -154.936 321.259 2.03387 -803.148 -387.34 0 154.936 -321.259 -2.03387 -803.148 -387.34
|
||||
2.45 0 -139.233 194.096 1.40413 -485.241 -348.082 0 139.233 -194.096 -1.40413 -485.241 -348.082
|
||||
2.46 0 -119.952 83.293 0.834077 -208.233 -299.879 0 119.952 -83.293 -0.834077 -208.233 -299.879
|
||||
2.47 -1.06726e-12 -97.3728 -7.51217 0.340965 18.7804 -243.432 1.06726e-12 97.3728 7.51217 -0.340965 18.7804 -243.432
|
||||
2.48 1.21973e-12 -71.9802 -76.832 -0.0668313 192.08 -179.951 -1.21973e-12 71.9802 76.832 0.0668313 192.08 -179.951
|
||||
2.49 0 -44.3985 -125.315 -0.389906 313.287 -110.996 0 44.3985 125.315 0.389906 313.287 -110.996
|
||||
2.5 0 -15.337 -155.545 -0.637103 388.862 -38.3426 0 15.337 155.545 0.637103 388.862 -38.3426
|
||||
2.51 -2.43945e-12 14.4407 -171.682 -0.824033 429.205 36.1019 2.43945e-12 -14.4407 171.682 0.824033 429.205 36.1019
|
||||
2.52 0 44.127 -178.979 -0.970991 447.448 110.318 0 -44.127 178.979 0.970991 447.448 110.318
|
||||
2.53 2.43945e-12 72.8722 -183.214 -1.10048 458.034 182.181 -2.43945e-12 -72.8722 183.214 1.10048 458.034 182.181
|
||||
2.54 0 99.8014 -190.083 -1.23463 475.207 249.504 0 -99.8014 190.083 1.23463 475.207 249.504
|
||||
2.55 0 124.058 -204.615 -1.39271 511.537 310.146 0 -124.058 204.615 1.39271 511.537 310.146
|
||||
2.56 0 144.875 -230.645 -1.58905 576.612 362.187 0 -144.875 230.645 1.58905 576.612 362.187
|
||||
2.57 -4.87891e-12 161.653 -270.405 -1.83147 676.013 404.132 4.87891e-12 -161.653 270.405 1.83147 676.013 404.132
|
||||
2.58 0 174.029 -324.277 -2.12034 810.693 435.073 0 -174.029 324.277 2.12034 810.693 435.073
|
||||
2.59 0 181.912 -390.719 -2.44839 976.797 454.78 0 -181.912 390.719 2.44839 976.797 454.78
|
||||
2.6 0 185.464 -466.386 -2.80121 1165.97 463.659 0 -185.464 466.386 2.80121 1165.97 463.659
|
||||
2.61 -9.75782e-12 185.051 -546.429 -3.15836 1366.07 462.628 9.75782e-12 -185.051 546.429 3.15836 1366.07 462.628
|
||||
2.62 0 181.171 -624.925 -3.49516 1562.31 452.929 0 -181.171 624.925 3.49516 1562.31 452.929
|
||||
2.63 0 174.376 -695.421 -3.78478 1738.55 435.94 0 -174.376 695.421 3.78478 1738.55 435.94
|
||||
2.64 -9.75782e-12 165.217 -751.51 -4.00071 1878.78 413.042 9.75782e-12 -165.217 751.51 4.00071 1878.78 413.042
|
||||
2.65 0 154.215 -787.41 -4.11911 1968.52 385.538 0 -154.215 787.41 4.11911 1968.52 385.538
|
||||
2.66 9.75782e-12 141.851 -798.477 -4.12112 1996.19 354.627 -9.75782e-12 -141.851 798.477 4.12112 1996.19 354.627
|
||||
2.67 0 128.557 -781.635 -3.99466 1954.09 321.392 0 -128.557 781.635 3.99466 1954.09 321.392
|
||||
2.68 0 114.708 -735.661 -3.7357 1839.15 286.769 0 -114.708 735.661 3.7357 1839.15 286.769
|
||||
2.69 0 100.599 -661.327 -3.34878 1653.32 251.498 0 -100.599 661.327 3.34878 1653.32 251.498
|
||||
2.7 0 86.4205 -561.375 -2.8468 1403.44 216.051 0 -86.4205 561.375 2.8468 1403.44 216.051
|
||||
2.71 0 72.2312 -440.326 -2.25021 1100.82 180.578 0 -72.2312 440.326 2.25021 1100.82 180.578
|
||||
2.72 -4.87891e-12 57.9608 -304.143 -1.58539 760.358 144.902 4.87891e-12 -57.9608 304.143 1.58539 760.358 144.902
|
||||
2.73 0 43.4348 -159.763 -0.882805 399.406 108.587 0 -43.4348 159.763 0.882805 399.406 108.587
|
||||
2.74 9.14796e-13 28.4261 -14.5573 -0.174652 36.3932 71.0652 -9.14796e-13 -28.4261 14.5573 0.174652 36.3932 71.0652
|
||||
2.75 0 12.722 124.241 0.507424 -310.603 31.8049 0 -12.722 -124.241 -0.507424 -310.603 31.8049
|
||||
2.76 0 -3.81271 250.094 1.13462 -625.236 -9.53176 0 3.81271 -250.094 -1.13462 -625.236 -9.53176
|
||||
2.77 0 -21.1904 357.64 1.68298 -894.099 -52.976 0 21.1904 -357.64 -1.68298 -894.099 -52.976
|
||||
2.78 0 -39.2823 443.058 2.13494 -1107.65 -98.2059 0 39.2823 -443.058 -2.13494 -1107.65 -98.2059
|
||||
2.79 0 -57.826 504.302 2.48039 -1260.76 -144.565 0 57.826 -504.302 -2.48039 -1260.76 -144.565
|
||||
2.8 0 -76.4489 541.165 2.71702 -1352.91 -191.122 0 76.4489 -541.165 -2.71702 -1352.91 -191.122
|
||||
2.81 0 -94.6989 555.198 2.85005 -1388 -236.747 0 94.6989 -555.198 -2.85005 -1388 -236.747
|
||||
2.82 0 -112.07 549.481 2.89131 -1373.7 -280.174 0 112.07 -549.481 -2.89131 -1373.7 -280.174
|
||||
2.83 0 -128.021 528.274 2.85774 -1320.68 -320.053 0 128.021 -528.274 -2.85774 -1320.68 -320.053
|
||||
2.84 0 -141.997 496.582 2.76958 -1241.46 -354.993 0 141.997 -496.582 -2.76958 -1241.46 -354.993
|
||||
2.85 0 -153.449 459.67 2.64827 -1149.18 -383.622 0 153.449 -459.67 -2.64827 -1149.18 -383.622
|
||||
2.86 0 -161.865 422.565 2.51438 -1056.41 -404.662 0 161.865 -422.565 -2.51438 -1056.41 -404.662
|
||||
2.87 -4.87891e-12 -166.817 389.598 2.38568 -973.994 -417.042 4.87891e-12 166.817 -389.598 -2.38568 -973.994 -417.042
|
||||
2.88 0 -168.006 364.017 2.27564 -910.044 -420.014 0 168.006 -364.017 -2.27564 -910.044 -420.014
|
||||
2.89 0 -165.301 347.72 2.19227 -869.299 -413.254 0 165.301 -347.72 -2.19227 -869.299 -413.254
|
||||
2.9 0 -158.767 341.105 2.13763 -852.763 -396.918 0 158.767 -341.105 -2.13763 -852.763 -396.918
|
||||
2.91 0 -148.657 343.089 2.1078 -857.723 -371.643 0 148.657 -343.089 -2.1078 -857.723 -371.643
|
||||
2.92 0 -135.393 351.253 2.09354 -878.133 -338.482 0 135.393 -351.253 -2.09354 -878.133 -338.482
|
||||
2.93 0 -119.52 362.12 2.08133 -905.301 -298.799 0 119.52 -362.12 -2.08133 -905.301 -298.799
|
||||
2.94 0 -101.658 371.532 2.0549 -928.831 -254.144 0 101.658 -371.532 -2.0549 -928.831 -254.144
|
||||
2.95 0 -82.4544 375.082 1.997 -937.705 -206.136 0 82.4544 -375.082 -1.997 -937.705 -206.136
|
||||
2.96 0 -62.5475 368.568 1.8913 -921.419 -156.369 0 62.5475 -368.568 -1.8913 -921.419 -156.369
|
||||
2.97 0 -42.5367 348.425 1.72417 -871.063 -106.342 0 42.5367 -348.425 -1.72417 -871.063 -106.342
|
||||
2.98 0 -22.9627 312.101 1.48629 -780.252 -57.4067 0 22.9627 -312.101 -1.48629 -780.252 -57.4067
|
||||
2.99 0 -4.28823 258.333 1.17378 -645.833 -10.7206 0 4.28823 -258.333 -1.17378 -645.833 -10.7206
|
||||
3 0 13.12 187.322 0.788924 -468.306 32.8001 0 -13.12 -187.322 -0.788924 -468.306 32.8001
|
||||
3.01 0 29.0089 100.769 0.340287 -251.921 72.5223 0 -29.0089 -100.769 -0.340287 -251.921 72.5223
|
||||
3.02 -8.38563e-13 43.2496 1.78094 -0.157746 -4.45236 108.124 8.38563e-13 -43.2496 -1.78094 0.157746 -4.45236 108.124
|
||||
3.03 1.21973e-12 55.8372 -105.342 -0.685916 263.354 139.593 -1.21973e-12 -55.8372 105.342 0.685916 263.354 139.593
|
||||
3.04 0 66.8746 -215.435 -1.22148 538.588 167.186 0 -66.8746 215.435 1.22148 538.588 167.186
|
||||
3.05 -4.87891e-12 76.5406 -322.871 -1.73989 807.178 191.351 4.87891e-12 -76.5406 322.871 1.73989 807.178 191.351
|
||||
3.06 0 85.0486 -422.003 -2.21666 1055.01 212.621 0 -85.0486 422.003 2.21666 1055.01 212.621
|
||||
3.07 0 92.6025 -507.612 -2.62915 1269.03 231.506 0 -92.6025 507.612 2.62915 1269.03 231.506
|
||||
3.08 0 99.3594 -575.313 -2.95833 1438.28 248.399 0 -99.3594 575.313 2.95833 1438.28 248.399
|
||||
3.09 0 105.404 -621.889 -3.19015 1554.72 263.511 0 -105.404 621.889 3.19015 1554.72 263.511
|
||||
3.1 0 110.741 -645.524 -3.31649 1613.81 276.853 0 -110.741 645.524 3.31649 1613.81 276.853
|
||||
3.11 0 115.293 -645.915 -3.33573 1614.79 288.232 0 -115.293 645.915 3.33573 1614.79 288.232
|
||||
3.12 0 118.915 -624.26 -3.2527 1560.65 297.288 0 -118.915 624.26 3.2527 1560.65 297.288
|
||||
3.13 0 121.409 -583.12 -3.07809 1457.8 303.522 0 -121.409 583.12 3.07809 1457.8 303.522
|
||||
3.14 0 122.537 -526.177 -2.82747 1315.44 306.343 0 -122.537 526.177 2.82747 1315.44 306.343
|
||||
3.15 0 122.043 -457.907 -2.51986 1144.77 305.107 0 -122.043 457.907 2.51986 1144.77 305.107
|
||||
3.16 4.87891e-12 119.668 -383.193 -2.17614 957.982 299.17 -4.87891e-12 -119.668 383.193 2.17614 957.982 299.17
|
||||
3.17 0 115.181 -306.916 -1.81727 767.29 287.952 0 -115.181 306.916 1.81727 767.29 287.952
|
||||
3.18 -4.87891e-12 108.403 -233.562 -1.46267 583.904 271.007 4.87891e-12 -108.403 233.562 1.46267 583.904 271.007
|
||||
3.19 0 99.2396 -166.867 -1.12874 417.169 248.099 0 -99.2396 166.867 1.12874 417.169 248.099
|
||||
3.2 0 87.7081 -109.551 -0.827732 273.878 219.27 0 -87.7081 109.551 0.827732 273.878 219.27
|
||||
3.21 -1.21973e-12 73.9524 -63.1366 -0.567033 157.841 184.881 1.21973e-12 -73.9524 63.1366 0.567033 157.841 184.881
|
||||
3.22 9.14796e-13 58.2465 -27.8928 -0.348896 69.7319 145.616 -9.14796e-13 -58.2465 27.8928 0.348896 69.7319 145.616
|
||||
3.23 -2.85874e-13 40.9832 -2.89045 -0.17065 7.22612 102.458 2.85874e-13 -40.9832 2.89045 0.17065 7.22612 102.458
|
||||
3.24 0 22.6486 13.8338 -0.0253513 -34.5845 56.6214 0 -22.6486 -13.8338 0.0253513 -34.5845 56.6214
|
||||
3.25 6.09864e-13 3.78968 25.0226 0.0971952 -62.5566 9.47419 -6.09864e-13 -3.78968 -25.0226 -0.0971952 -62.5566 9.47419
|
||||
3.26 -6.09864e-13 -15.0207 33.8782 0.209132 -84.6954 -37.5516 6.09864e-13 15.0207 -33.8782 -0.209132 -84.6954 -37.5516
|
||||
3.27 0 -33.2175 43.708 0.323095 -109.27 -83.0438 0 33.2175 -43.708 -0.323095 -109.27 -83.0438
|
||||
3.28 0 -50.2731 57.57 0.450736 -143.925 -125.683 0 50.2731 -57.57 -0.450736 -143.925 -125.683
|
||||
3.29 0 -65.7212 77.9469 0.60137 -194.867 -164.303 0 65.7212 -77.9469 -0.60137 -194.867 -164.303
|
||||
3.3 0 -79.178 106.48 0.780867 -266.2 -197.945 0 79.178 -106.48 -0.780867 -266.2 -197.945
|
||||
3.31 0 -90.3586 143.784 0.990892 -359.46 -225.896 0 90.3586 -143.784 -0.990892 -359.46 -225.896
|
||||
3.32 0 -99.0901 189.36 1.22856 -473.399 -247.725 0 99.0901 -189.36 -1.22856 -473.399 -247.725
|
||||
3.33 0 -105.318 241.612 1.48652 -604.03 -263.295 0 105.318 -241.612 -1.48652 -604.03 -263.295
|
||||
3.34 0 -109.104 297.968 1.75351 -744.921 -272.759 0 109.104 -297.968 -1.75351 -744.921 -272.759
|
||||
3.35 0 -110.613 355.092 2.0152 -887.729 -276.532 0 110.613 -355.092 -2.0152 -887.729 -276.532
|
||||
3.36 0 -110.094 409.164 2.25545 -1022.91 -275.234 0 110.094 -409.164 -2.25545 -1022.91 -275.234
|
||||
3.37 0 -107.846 456.22 2.45763 -1140.55 -269.615 0 107.846 -456.22 -2.45763 -1140.55 -269.615
|
||||
3.38 -9.75782e-12 -104.189 492.489 2.60608 -1231.22 -260.471 9.75782e-12 104.189 -492.489 -2.60608 -1231.22 -260.471
|
||||
3.39 9.75782e-12 -99.4278 514.734 2.68745 -1286.83 -248.57 -9.75782e-12 99.4278 -514.734 -2.68745 -1286.83 -248.57
|
||||
3.4 0 -93.8321 520.533 2.69194 -1301.33 -234.58 0 93.8321 -520.533 -2.69194 -1301.33 -234.58
|
||||
3.41 0 -87.6138 508.502 2.61417 -1271.25 -219.034 0 87.6138 -508.502 -2.61417 -1271.25 -219.034
|
||||
3.42 0 -80.9211 478.419 2.45374 -1196.05 -202.303 0 80.9211 -478.419 -2.45374 -1196.05 -202.303
|
||||
3.43 0 -73.8371 431.261 2.21533 -1078.15 -184.593 0 73.8371 -431.261 -2.21533 -1078.15 -184.593
|
||||
3.44 0 -66.3844 369.13 1.90846 -922.826 -165.961 0 66.3844 -369.13 -1.90846 -922.826 -165.961
|
||||
3.45 0 -58.5351 295.096 1.54675 -737.739 -146.338 0 58.5351 -295.096 -1.54675 -737.739 -146.338
|
||||
3.46 0 -50.223 212.955 1.14695 -532.386 -125.557 0 50.223 -212.955 -1.14695 -532.386 -125.557
|
||||
3.47 0 -41.3604 126.936 0.727656 -317.34 -103.401 0 41.3604 -126.936 -0.727656 -317.34 -103.401
|
||||
3.48 -1.82959e-12 -31.8575 41.3748 0.307932 -103.437 -79.6437 1.82959e-12 31.8575 -41.3748 -0.307932 -103.437 -79.6437
|
||||
3.49 6.09864e-13 -21.6434 -39.6182 -0.0940757 99.0455 -54.1085 -6.09864e-13 21.6434 39.6182 0.0940757 99.0455 -54.1085
|
||||
3.5 0 -10.689 -112.461 -0.462427 281.152 -26.7225 0 10.689 112.461 0.462427 281.152 -26.7225
|
||||
3.51 0 0.974088 -174.352 -0.78445 435.88 2.43522 0 -0.974088 174.352 0.78445 435.88 2.43522
|
||||
3.52 0 13.2394 -223.456 -1.0515 558.639 33.0984 0 -13.2394 223.456 1.0515 558.639 33.0984
|
||||
3.53 0 25.92 -258.992 -1.25937 647.479 64.8001 0 -25.92 258.992 1.25937 647.479 64.8001
|
||||
3.54 0 38.753 -281.241 -1.40831 703.103 96.8826 0 -38.753 281.241 1.40831 703.103 96.8826
|
||||
3.55 0 51.4121 -291.455 -1.50269 728.637 128.53 0 -51.4121 291.455 1.50269 728.637 128.53
|
||||
3.56 0 63.5279 -291.684 -1.55026 729.209 158.82 0 -63.5279 291.684 1.55026 729.209 158.82
|
||||
3.57 0 74.7121 -284.546 -1.56128 711.364 186.78 0 -74.7121 284.546 1.56128 711.364 186.78
|
||||
3.58 0 84.5828 -272.95 -1.54729 682.374 211.457 0 -84.5828 272.95 1.54729 682.374 211.457
|
||||
3.59 0 92.7891 -259.806 -1.51998 649.514 231.973 0 -92.7891 259.806 1.51998 649.514 231.973
|
||||
3.6 0 99.0326 -247.743 -1.48997 619.358 247.581 0 -99.0326 247.743 1.48997 619.358 247.581
|
||||
3.61 0 103.086 -238.868 -1.46581 597.169 257.715 0 -103.086 238.868 1.46581 597.169 257.715
|
||||
3.62 0 104.808 -234.569 -1.45319 586.422 262.02 0 -104.808 234.569 1.45319 586.422 262.02
|
||||
3.63 0 104.152 -235.404 -1.45443 588.51 260.38 0 -104.152 235.404 1.45443 588.51 260.38
|
||||
3.64 0 101.173 -241.063 -1.46834 602.657 252.933 0 -101.173 241.063 1.46834 602.657 252.933
|
||||
3.65 0 96.0231 -250.412 -1.49046 626.029 240.058 0 -96.0231 250.412 1.49046 626.029 240.058
|
||||
3.66 0 88.9415 -261.621 -1.51349 654.053 222.354 0 -88.9415 261.621 1.51349 654.053 222.354
|
||||
3.67 0 80.2391 -272.358 -1.52819 680.894 200.598 0 -80.2391 272.358 1.52819 680.894 200.598
|
||||
3.68 0 70.2751 -280.019 -1.52426 700.049 175.688 0 -70.2751 280.019 1.52426 700.049 175.688
|
||||
3.69 0 59.4308 -282.004 -1.49152 705.009 148.577 0 -59.4308 282.004 1.49152 705.009 148.577
|
||||
3.7 0 48.0835 -275.97 -1.42092 689.924 120.209 0 -48.0835 275.97 1.42092 689.924 120.209
|
||||
3.71 0 36.5824 -260.082 -1.3056 650.206 91.4561 0 -36.5824 260.082 1.3056 650.206 91.4561
|
||||
3.72 0 25.23 -233.207 -1.14162 583.018 63.075 0 -25.23 233.207 1.14162 583.018 63.075
|
||||
3.73 0 14.2687 -195.045 -0.928589 487.613 35.6717 0 -14.2687 195.045 0.928589 487.613 35.6717
|
||||
3.74 0 3.87461 -146.193 -0.669859 365.483 9.68651 0 -3.87461 146.193 0.669859 365.483 9.68651
|
||||
3.75 -1.21973e-12 -5.84348 -88.1247 -0.37245 220.312 -14.6087 1.21973e-12 5.84348 88.1247 0.37245 220.312 -14.6087
|
||||
3.76 0 -14.8397 -23.0957 -0.0466392 57.7392 -37.0992 0 14.8397 23.0957 0.0466392 57.7392 -37.0992
|
||||
3.77 6.09864e-13 -23.1222 46.0191 0.294733 -115.048 -57.8054 -6.09864e-13 23.1222 -46.0191 -0.294733 -115.048 -57.8054
|
||||
3.78 0 -30.7406 115.942 0.637179 -289.854 -76.8516 0 30.7406 -115.942 -0.637179 -289.854 -76.8516
|
||||
3.79 0 -37.7707 183.242 0.965627 -458.104 -94.4268 0 37.7707 -183.242 -0.965627 -458.104 -94.4268
|
||||
3.8 -4.87891e-12 -44.2963 244.6 1.26553 -611.499 -110.741 4.87891e-12 44.2963 -244.6 -1.26553 -611.499 -110.741
|
||||
3.81 0 -50.3913 297.059 1.52393 -742.648 -125.978 0 50.3913 -297.059 -1.52393 -742.648 -125.978
|
||||
3.82 0 -56.1031 338.25 1.73038 -845.624 -140.258 0 56.1031 -338.25 -1.73038 -845.624 -140.258
|
||||
3.83 0 -61.4393 366.555 1.87768 -916.388 -153.598 0 61.4393 -366.555 -1.87768 -916.388 -153.598
|
||||
3.84 0 -66.3593 381.222 1.96229 -953.056 -165.898 0 66.3593 -381.222 -1.96229 -953.056 -165.898
|
||||
3.85 0 -70.7736 382.392 1.9845 -955.98 -176.934 0 70.7736 -382.392 -1.9845 -955.98 -176.934
|
||||
3.86 0 -74.5479 371.06 1.94826 -927.65 -186.37 0 74.5479 -371.06 -1.94826 -927.65 -186.37
|
||||
3.87 0 -77.5142 348.965 1.86071 -872.413 -193.786 0 77.5142 -348.965 -1.86071 -872.413 -193.786
|
||||
3.88 0 -79.4858 318.421 1.7315 -796.053 -198.715 0 79.4858 -318.421 -1.7315 -796.053 -198.715
|
||||
3.89 0 -80.2744 282.105 1.5719 -705.263 -200.686 0 80.2744 -282.105 -1.5719 -705.263 -200.686
|
||||
3.9 0 -79.7084 242.822 1.39381 -607.054 -199.271 0 79.7084 -242.822 -1.39381 -607.054 -199.271
|
||||
3.91 0 -77.6499 203.267 1.20876 -508.168 -194.125 0 77.6499 -203.267 -1.20876 -508.168 -194.125
|
||||
3.92 0 -74.0099 165.809 1.02703 -414.523 -185.025 0 74.0099 -165.809 -1.02703 -414.523 -185.025
|
||||
3.93 2.43945e-12 -68.7605 132.305 0.856819 -330.764 -171.901 -2.43945e-12 68.7605 -132.305 -0.856819 -330.764 -171.901
|
||||
3.94 1.21973e-12 -61.943 103.971 0.703737 -259.929 -154.857 -1.21973e-12 61.943 -103.971 -0.703737 -259.929 -154.857
|
||||
3.95 -1.21973e-12 -53.6721 81.3136 0.570493 -203.284 -134.18 1.21973e-12 53.6721 -81.3136 -0.570493 -203.284 -134.18
|
||||
3.96 1.21973e-12 -44.1337 64.1274 0.456887 -160.318 -110.334 -1.21973e-12 44.1337 -64.1274 -0.456887 -160.318 -110.334
|
||||
3.97 -6.09864e-13 -33.5783 51.5606 0.360067 -128.901 -83.9456 6.09864e-13 33.5783 -51.5606 -0.360067 -128.901 -83.9456
|
||||
3.98 0 -22.3079 42.2366 0.275025 -105.591 -55.7699 0 22.3079 -42.2366 -0.275025 -105.591 -55.7699
|
||||
3.99 6.09864e-13 -10.6597 34.4227 0.195293 -86.0567 -26.6492 -6.09864e-13 10.6597 -34.4227 -0.195293 -86.0567 -26.6492
|
||||
4 -6.09864e-13 1.01494 26.2291 0.113756 -65.5727 2.53736 6.09864e-13 -1.01494 -26.2291 -0.113756 -65.5727 2.53736
|
||||
400
examples/space_frame_3d_results/recorders/node_1.out
Normal file
400
examples/space_frame_3d_results/recorders/node_1.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
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||||
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0.69 0 0 0 0 0 0
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|
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|
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1.03 0 0 0 0 0 0
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|
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1.08 0 0 0 0 0 0
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1.09 0 0 0 0 0 0
|
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1.1 0 0 0 0 0 0
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1.11 0 0 0 0 0 0
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1.12 0 0 0 0 0 0
|
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1.13 0 0 0 0 0 0
|
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1.14 0 0 0 0 0 0
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|
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1.61 0 0 0 0 0 0
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1.67 0 0 0 0 0 0
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1.69 0 0 0 0 0 0
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1.7 0 0 0 0 0 0
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|
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|
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|
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|
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|
||||
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|
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|
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2.32 0 0 0 0 0 0
|
||||
2.33 0 0 0 0 0 0
|
||||
2.34 0 0 0 0 0 0
|
||||
2.35 0 0 0 0 0 0
|
||||
2.36 0 0 0 0 0 0
|
||||
2.37 0 0 0 0 0 0
|
||||
2.38 0 0 0 0 0 0
|
||||
2.39 0 0 0 0 0 0
|
||||
2.4 0 0 0 0 0 0
|
||||
2.41 0 0 0 0 0 0
|
||||
2.42 0 0 0 0 0 0
|
||||
2.43 0 0 0 0 0 0
|
||||
2.44 0 0 0 0 0 0
|
||||
2.45 0 0 0 0 0 0
|
||||
2.46 0 0 0 0 0 0
|
||||
2.47 0 0 0 0 0 0
|
||||
2.48 0 0 0 0 0 0
|
||||
2.49 0 0 0 0 0 0
|
||||
2.5 0 0 0 0 0 0
|
||||
2.51 0 0 0 0 0 0
|
||||
2.52 0 0 0 0 0 0
|
||||
2.53 0 0 0 0 0 0
|
||||
2.54 0 0 0 0 0 0
|
||||
2.55 0 0 0 0 0 0
|
||||
2.56 0 0 0 0 0 0
|
||||
2.57 0 0 0 0 0 0
|
||||
2.58 0 0 0 0 0 0
|
||||
2.59 0 0 0 0 0 0
|
||||
2.6 0 0 0 0 0 0
|
||||
2.61 0 0 0 0 0 0
|
||||
2.62 0 0 0 0 0 0
|
||||
2.63 0 0 0 0 0 0
|
||||
2.64 0 0 0 0 0 0
|
||||
2.65 0 0 0 0 0 0
|
||||
2.66 0 0 0 0 0 0
|
||||
2.67 0 0 0 0 0 0
|
||||
2.68 0 0 0 0 0 0
|
||||
2.69 0 0 0 0 0 0
|
||||
2.7 0 0 0 0 0 0
|
||||
2.71 0 0 0 0 0 0
|
||||
2.72 0 0 0 0 0 0
|
||||
2.73 0 0 0 0 0 0
|
||||
2.74 0 0 0 0 0 0
|
||||
2.75 0 0 0 0 0 0
|
||||
2.76 0 0 0 0 0 0
|
||||
2.77 0 0 0 0 0 0
|
||||
2.78 0 0 0 0 0 0
|
||||
2.79 0 0 0 0 0 0
|
||||
2.8 0 0 0 0 0 0
|
||||
2.81 0 0 0 0 0 0
|
||||
2.82 0 0 0 0 0 0
|
||||
2.83 0 0 0 0 0 0
|
||||
2.84 0 0 0 0 0 0
|
||||
2.85 0 0 0 0 0 0
|
||||
2.86 0 0 0 0 0 0
|
||||
2.87 0 0 0 0 0 0
|
||||
2.88 0 0 0 0 0 0
|
||||
2.89 0 0 0 0 0 0
|
||||
2.9 0 0 0 0 0 0
|
||||
2.91 0 0 0 0 0 0
|
||||
2.92 0 0 0 0 0 0
|
||||
2.93 0 0 0 0 0 0
|
||||
2.94 0 0 0 0 0 0
|
||||
2.95 0 0 0 0 0 0
|
||||
2.96 0 0 0 0 0 0
|
||||
2.97 0 0 0 0 0 0
|
||||
2.98 0 0 0 0 0 0
|
||||
2.99 0 0 0 0 0 0
|
||||
3 0 0 0 0 0 0
|
||||
3.01 0 0 0 0 0 0
|
||||
3.02 0 0 0 0 0 0
|
||||
3.03 0 0 0 0 0 0
|
||||
3.04 0 0 0 0 0 0
|
||||
3.05 0 0 0 0 0 0
|
||||
3.06 0 0 0 0 0 0
|
||||
3.07 0 0 0 0 0 0
|
||||
3.08 0 0 0 0 0 0
|
||||
3.09 0 0 0 0 0 0
|
||||
3.1 0 0 0 0 0 0
|
||||
3.11 0 0 0 0 0 0
|
||||
3.12 0 0 0 0 0 0
|
||||
3.13 0 0 0 0 0 0
|
||||
3.14 0 0 0 0 0 0
|
||||
3.15 0 0 0 0 0 0
|
||||
3.16 0 0 0 0 0 0
|
||||
3.17 0 0 0 0 0 0
|
||||
3.18 0 0 0 0 0 0
|
||||
3.19 0 0 0 0 0 0
|
||||
3.2 0 0 0 0 0 0
|
||||
3.21 0 0 0 0 0 0
|
||||
3.22 0 0 0 0 0 0
|
||||
3.23 0 0 0 0 0 0
|
||||
3.24 0 0 0 0 0 0
|
||||
3.25 0 0 0 0 0 0
|
||||
3.26 0 0 0 0 0 0
|
||||
3.27 0 0 0 0 0 0
|
||||
3.28 0 0 0 0 0 0
|
||||
3.29 0 0 0 0 0 0
|
||||
3.3 0 0 0 0 0 0
|
||||
3.31 0 0 0 0 0 0
|
||||
3.32 0 0 0 0 0 0
|
||||
3.33 0 0 0 0 0 0
|
||||
3.34 0 0 0 0 0 0
|
||||
3.35 0 0 0 0 0 0
|
||||
3.36 0 0 0 0 0 0
|
||||
3.37 0 0 0 0 0 0
|
||||
3.38 0 0 0 0 0 0
|
||||
3.39 0 0 0 0 0 0
|
||||
3.4 0 0 0 0 0 0
|
||||
3.41 0 0 0 0 0 0
|
||||
3.42 0 0 0 0 0 0
|
||||
3.43 0 0 0 0 0 0
|
||||
3.44 0 0 0 0 0 0
|
||||
3.45 0 0 0 0 0 0
|
||||
3.46 0 0 0 0 0 0
|
||||
3.47 0 0 0 0 0 0
|
||||
3.48 0 0 0 0 0 0
|
||||
3.49 0 0 0 0 0 0
|
||||
3.5 0 0 0 0 0 0
|
||||
3.51 0 0 0 0 0 0
|
||||
3.52 0 0 0 0 0 0
|
||||
3.53 0 0 0 0 0 0
|
||||
3.54 0 0 0 0 0 0
|
||||
3.55 0 0 0 0 0 0
|
||||
3.56 0 0 0 0 0 0
|
||||
3.57 0 0 0 0 0 0
|
||||
3.58 0 0 0 0 0 0
|
||||
3.59 0 0 0 0 0 0
|
||||
3.6 0 0 0 0 0 0
|
||||
3.61 0 0 0 0 0 0
|
||||
3.62 0 0 0 0 0 0
|
||||
3.63 0 0 0 0 0 0
|
||||
3.64 0 0 0 0 0 0
|
||||
3.65 0 0 0 0 0 0
|
||||
3.66 0 0 0 0 0 0
|
||||
3.67 0 0 0 0 0 0
|
||||
3.68 0 0 0 0 0 0
|
||||
3.69 0 0 0 0 0 0
|
||||
3.7 0 0 0 0 0 0
|
||||
3.71 0 0 0 0 0 0
|
||||
3.72 0 0 0 0 0 0
|
||||
3.73 0 0 0 0 0 0
|
||||
3.74 0 0 0 0 0 0
|
||||
3.75 0 0 0 0 0 0
|
||||
3.76 0 0 0 0 0 0
|
||||
3.77 0 0 0 0 0 0
|
||||
3.78 0 0 0 0 0 0
|
||||
3.79 0 0 0 0 0 0
|
||||
3.8 0 0 0 0 0 0
|
||||
3.81 0 0 0 0 0 0
|
||||
3.82 0 0 0 0 0 0
|
||||
3.83 0 0 0 0 0 0
|
||||
3.84 0 0 0 0 0 0
|
||||
3.85 0 0 0 0 0 0
|
||||
3.86 0 0 0 0 0 0
|
||||
3.87 0 0 0 0 0 0
|
||||
3.88 0 0 0 0 0 0
|
||||
3.89 0 0 0 0 0 0
|
||||
3.9 0 0 0 0 0 0
|
||||
3.91 0 0 0 0 0 0
|
||||
3.92 0 0 0 0 0 0
|
||||
3.93 0 0 0 0 0 0
|
||||
3.94 0 0 0 0 0 0
|
||||
3.95 0 0 0 0 0 0
|
||||
3.96 0 0 0 0 0 0
|
||||
3.97 0 0 0 0 0 0
|
||||
3.98 0 0 0 0 0 0
|
||||
3.99 0 0 0 0 0 0
|
||||
4 0 0 0 0 0 0
|
||||
400
examples/space_frame_3d_results/recorders/node_10.out
Normal file
400
examples/space_frame_3d_results/recorders/node_10.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 2.50145e-05 6.86661e-07 1.50661e-07 -1.62718e-07 7.06605e-06 -2.25058e-06
|
||||
0.02 0.000154911 6.3774e-06 9.5445e-07 -1.42963e-06 4.18877e-05 -1.47526e-05
|
||||
0.03 0.000472601 2.95484e-05 2.8266e-06 -6.17381e-06 0.000117709 -4.67113e-05
|
||||
0.04 0.00101161 9.25333e-05 5.53986e-06 -1.78587e-05 0.000226546 -0.00010319
|
||||
0.05 0.00178191 0.000223155 8.7558e-06 -3.98973e-05 0.000360754 -0.000187725
|
||||
0.06 0.00277198 0.000445667 1.24979e-05 -7.50812e-05 0.000521369 -0.00030104
|
||||
0.07 0.00395422 0.000770625 1.67554e-05 -0.00012557 0.000715294 -0.000440571
|
||||
0.08 0.00529566 0.00118719 2.14548e-05 -0.000191757 0.000946228 -0.000601479
|
||||
0.09 0.00673662 0.00166106 2.6493e-05 -0.000269703 0.00119871 -0.00077393
|
||||
0.1 0.00820891 0.00214051 3.15009e-05 -0.000349874 0.00144999 -0.000946184
|
||||
0.11 0.00963732 0.00257001 3.62687e-05 -0.000420131 0.00168193 -0.00110583
|
||||
0.12 0.0109334 0.00290595 4.0872e-05 -0.000471824 0.00188473 -0.00124026
|
||||
0.13 0.01201 0.00312611 4.50603e-05 -0.000503636 0.00205628 -0.00133972
|
||||
0.14 0.0127645 0.00322794 4.83187e-05 -0.00051913 0.00218359 -0.00139494
|
||||
0.15 0.0131002 0.00321826 5.01183e-05 -0.000520491 0.00224468 -0.00139886
|
||||
0.16 0.0129523 0.00310266 4.98839e-05 -0.00050521 0.00221982 -0.00134812
|
||||
0.17 0.0122931 0.00288158 4.74877e-05 -0.000469172 0.00210011 -0.00124242
|
||||
0.18 0.011156 0.00255331 4.33269e-05 -0.000412171 0.00189815 -0.00108737
|
||||
0.19 0.00960943 0.0021196 3.77303e-05 -0.000339091 0.00163358 -0.000891759
|
||||
0.2 0.00773963 0.00159035 3.10286e-05 -0.000255401 0.00132268 -0.000666328
|
||||
0.21 0.00564446 0.000987517 2.36171e-05 -0.000162987 0.000977166 -0.000424034
|
||||
0.22 0.00340997 0.000348292 1.5636e-05 -6.22464e-05 0.000602565 -0.000177263
|
||||
0.23 0.0011291 -0.000275485 7.26616e-06 4.15604e-05 0.000212672 6.00815e-05
|
||||
0.24 -0.0011034 -0.000826142 -1.17156e-06 0.00013588 -0.000171935 0.000274572
|
||||
0.25 -0.00319685 -0.00125649 -9.5236e-06 0.000207007 -0.000530111 0.000455657
|
||||
0.26 -0.00505401 -0.00154507 -1.74557e-05 0.000249609 -0.000842126 0.000595193
|
||||
0.27 -0.00659643 -0.00170009 -2.43909e-05 0.000269684 -0.00109996 0.000690516
|
||||
0.28 -0.00775987 -0.00174905 -2.99793e-05 0.000277597 -0.00129926 0.000742158
|
||||
0.29 -0.00850254 -0.00172232 -3.39452e-05 0.000278573 -0.00143539 0.000753003
|
||||
0.3 -0.0088248 -0.00164189 -3.60778e-05 0.000270493 -0.00150547 0.000729523
|
||||
0.31 -0.00875622 -0.00152073 -3.65433e-05 0.000250344 -0.00150596 0.000679455
|
||||
0.32 -0.00836999 -0.00136841 -3.5565e-05 0.000221021 -0.00144582 0.000613802
|
||||
0.33 -0.00776576 -0.00119638 -3.34066e-05 0.000190491 -0.00134518 0.000544811
|
||||
0.34 -0.00704248 -0.00102021 -3.06826e-05 0.000164933 -0.00122721 0.000483083
|
||||
0.35 -0.00629436 -0.000860781 -2.78742e-05 0.000144684 -0.00111243 0.000438134
|
||||
0.36 -0.00558194 -0.000745283 -2.50838e-05 0.000128003 -0.00100547 0.000415389
|
||||
0.37 -0.0049463 -0.000704441 -2.23349e-05 0.000117748 -0.000904582 0.000417946
|
||||
0.38 -0.00442334 -0.000762778 -1.94983e-05 0.000122134 -0.000812108 0.000447022
|
||||
0.39 -0.00403977 -0.000924934 -1.65914e-05 0.00014749 -0.000736829 0.000499742
|
||||
0.4 -0.00382869 -0.00116744 -1.41596e-05 0.000190574 -0.000695064 0.000571
|
||||
0.41 -0.00380266 -0.00144358 -1.26727e-05 0.000238994 -0.000692112 0.000651551
|
||||
0.42 -0.00394579 -0.00169961 -1.21882e-05 0.000279571 -0.000718706 0.000729855
|
||||
0.43 -0.00422058 -0.00189218 -1.26072e-05 0.000306123 -0.00075944 0.000795177
|
||||
0.44 -0.00455731 -0.00199704 -1.35772e-05 0.000319565 -0.000799236 0.000836689
|
||||
0.45 -0.00487966 -0.00200714 -1.47405e-05 0.00032194 -0.000834809 0.000846279
|
||||
0.46 -0.00510251 -0.00192514 -1.60118e-05 0.000311915 -0.000862524 0.000817324
|
||||
0.47 -0.00513614 -0.00175652 -1.70384e-05 0.000286198 -0.00086844 0.000744658
|
||||
0.48 -0.00491508 -0.00150534 -1.71986e-05 0.000243754 -0.000833303 0.00062767
|
||||
0.49 -0.0043968 -0.00117255 -1.61707e-05 0.000187064 -0.00073909 0.000468854
|
||||
0.5 -0.00358335 -0.000757084 -1.39048e-05 0.000119235 -0.00058737 0.000275633
|
||||
0.51 -0.00251182 -0.000261385 -1.06667e-05 4.11756e-05 -0.00039513 5.88763e-05
|
||||
0.52 -0.00122384 0.000300053 -6.96168e-06 -4.71723e-05 -0.000177533 -0.000170104
|
||||
0.53 0.000232709 0.000894061 -2.81647e-06 -0.000142766 5.88565e-05 -0.000398148
|
||||
0.54 0.00182019 0.00147014 2.14167e-06 -0.000237344 0.000319905 -0.000612754
|
||||
0.55 0.00349146 0.00197122 8.02549e-06 -0.000319837 0.000605257 -0.000801394
|
||||
0.56 0.00517205 0.00234905 1.47005e-05 -0.00038109 0.000897955 -0.00095186
|
||||
0.57 0.00677667 0.00257652 2.17232e-05 -0.000416936 0.00117385 -0.00105611
|
||||
0.58 0.00820427 0.00265193 2.83672e-05 -0.000428097 0.00140933 -0.00110918
|
||||
0.59 0.0093646 0.00259457 3.42179e-05 -0.000418371 0.00159545 -0.00111097
|
||||
0.6 0.0101886 0.00243475 3.90526e-05 -0.000392854 0.00173129 -0.00106542
|
||||
0.61 0.0106215 0.0022026 4.24326e-05 -0.000356416 0.00181082 -0.000977909
|
||||
0.62 0.0106468 0.00191999 4.40652e-05 -0.000312212 0.00182603 -0.000857383
|
||||
0.63 0.0102771 0.00159921 4.38825e-05 -0.000261272 0.0017688 -0.000714395
|
||||
0.64 0.00955831 0.00124865 4.1937e-05 -0.00020414 0.00164447 -0.000561369
|
||||
0.65 0.00856542 0.000881872 3.86715e-05 -0.00014351 0.00147232 -0.000412143
|
||||
0.66 0.00736758 0.000523591 3.45261e-05 -8.51193e-05 0.00127047 -0.000277731
|
||||
0.67 0.00603122 0.000208379 2.95166e-05 -3.56279e-05 0.00105191 -0.000167271
|
||||
0.68 0.00460973 -2.73772e-05 2.36686e-05 3.747e-07 0.000818891 -8.63597e-05
|
||||
0.69 0.00315069 -0.000155895 1.71007e-05 2.10153e-05 0.000572826 -3.72012e-05
|
||||
0.7 0.00171973 -0.000166533 9.94843e-06 2.54045e-05 0.000325171 -2.05966e-05
|
||||
0.71 0.000383514 -7.03847e-05 2.71914e-06 1.28824e-05 9.12343e-05 -3.30332e-05
|
||||
0.72 -0.000786521 0.000100088 -3.97252e-06 -1.45996e-05 -0.000111125 -6.81034e-05
|
||||
0.73 -0.00173123 0.000297665 -9.73583e-06 -4.95556e-05 -0.000271863 -0.000116484
|
||||
0.74 -0.00242514 0.000473199 -1.4128e-05 -8.03381e-05 -0.000391202 -0.000166265
|
||||
0.75 -0.0028646 0.000590296 -1.69124e-05 -9.75461e-05 -0.000471415 -0.000207178
|
||||
0.76 -0.00308202 0.000633923 -1.83145e-05 -9.97704e-05 -0.000519169 -0.00022956
|
||||
0.77 -0.00313057 0.000607294 -1.85839e-05 -9.23831e-05 -0.000539419 -0.000225728
|
||||
0.78 -0.00306813 0.000519498 -1.80023e-05 -8.01178e-05 -0.000537491 -0.000190525
|
||||
0.79 -0.00296 0.000373499 -1.69348e-05 -6.11482e-05 -0.000523605 -0.0001199
|
||||
0.8 -0.00285189 0.000163223 -1.54632e-05 -2.90154e-05 -0.000506498 -1.44549e-05
|
||||
0.81 -0.00277747 -0.000119658 -1.36773e-05 1.99218e-05 -0.000496482 0.000121458
|
||||
0.82 -0.00275927 -0.000476001 -1.18997e-05 8.20412e-05 -0.000499291 0.000279943
|
||||
0.83 -0.00280349 -0.000893254 -1.02483e-05 0.000149754 -0.000513407 0.000449558
|
||||
0.84 -0.0029248 -0.00134447 -8.77612e-06 0.000217937 -0.000537659 0.000619263
|
||||
0.85 -0.00313541 -0.00178985 -7.71278e-06 0.000285308 -0.000570341 0.000777125
|
||||
0.86 -0.00344765 -0.0021802 -7.24135e-06 0.000349119 -0.000616282 0.000911368
|
||||
0.87 -0.00386989 -0.00246507 -7.7096e-06 0.000400315 -0.000682811 0.00101159
|
||||
0.88 -0.004378 -0.00260625 -9.52143e-06 0.000426618 -0.00076853 0.00106789
|
||||
0.89 -0.00492675 -0.00259082 -1.24585e-05 0.000421692 -0.000864201 0.00107489
|
||||
0.9 -0.00544715 -0.00243437 -1.58767e-05 0.000390656 -0.000951203 0.00103132
|
||||
0.91 -0.0058626 -0.00217062 -1.91756e-05 0.000345447 -0.00101376 0.000939668
|
||||
0.92 -0.00611923 -0.001834 -2.1834e-05 0.000294558 -0.00104743 0.000806796
|
||||
0.93 -0.00617707 -0.00144757 -2.37415e-05 0.00023776 -0.00105183 0.000640562
|
||||
0.94 -0.0060222 -0.00102325 -2.50657e-05 0.000170782 -0.00102822 0.000451553
|
||||
0.95 -0.00565717 -0.000570816 -2.56083e-05 9.38826e-05 -0.000971353 0.000252481
|
||||
0.96 -0.00508792 -0.000106694 -2.50662e-05 1.4546e-05 -0.000874364 5.64393e-05
|
||||
0.97 -0.00433696 0.000343461 -2.33898e-05 -5.7901e-05 -0.000740171 -0.000122566
|
||||
0.98 -0.00342318 0.000747195 -2.05716e-05 -0.000118643 -0.000577165 -0.000273838
|
||||
0.99 -0.0023657 0.00106938 -1.67541e-05 -0.000167318 -0.000396569 -0.000389906
|
||||
1 -0.00118772 0.00127754 -1.20678e-05 -0.000202588 -0.000202398 -0.000466116
|
||||
1.01 8.89617e-05 0.00135019 -6.26759e-06 -0.000219093 9.42438e-06 -0.000501927
|
||||
1.02 0.00141548 0.00128681 6.84164e-07 -0.000211515 0.000236307 -0.000498388
|
||||
1.03 0.00272436 0.00111319 8.23003e-06 -0.000181521 0.000466554 -0.000460377
|
||||
1.04 0.00393862 0.000876018 1.56292e-05 -0.000139455 0.000679264 -0.000396557
|
||||
1.05 0.00498203 0.000627346 2.20946e-05 -9.83092e-05 0.000855967 -0.000317324
|
||||
1.06 0.00581279 0.000407838 2.71123e-05 -6.58233e-05 0.000992937 -0.000235298
|
||||
1.07 0.00641243 0.000238478 3.08011e-05 -4.22202e-05 0.00109331 -0.000161308
|
||||
1.08 0.00678398 0.000123716 3.33264e-05 -2.46285e-05 0.00116199 -0.000104384
|
||||
1.09 0.00694596 6.11314e-05 3.4593e-05 -1.2483e-05 0.00119826 -7.23212e-05
|
||||
1.1 0.00691015 5.01548e-05 3.45987e-05 -8.52513e-06 0.00119679 -6.97098e-05
|
||||
1.11 0.00669552 9.56816e-05 3.33205e-05 -1.58584e-05 0.00115929 -9.96179e-05
|
||||
1.12 0.00631704 0.000206535 3.07664e-05 -3.5391e-05 0.00109133 -0.000160961
|
||||
1.13 0.0057856 0.000390303 2.72143e-05 -6.61639e-05 0.00100059 -0.000248017
|
||||
1.14 0.00512333 0.000646008 2.27966e-05 -0.000106834 0.000892131 -0.000352654
|
||||
1.15 0.00435401 0.00095698 1.7529e-05 -0.000155469 0.000765356 -0.000463653
|
||||
1.16 0.00352271 0.00128791 1.18017e-05 -0.00020776 0.000624874 -0.000570211
|
||||
1.17 0.00268924 0.00158947 6.13856e-06 -0.000256293 0.000480015 -0.000661875
|
||||
1.18 0.00190883 0.00181021 1.05693e-06 -0.000292387 0.00034328 -0.000727779
|
||||
1.19 0.00123185 0.00191055 -2.85479e-06 -0.000309118 0.000226332 -0.000759242
|
||||
1.2 0.000677302 0.00187273 -5.40728e-06 -0.000303236 0.000131266 -0.000748834
|
||||
1.21 0.000241235 0.00170277 -6.78245e-06 -0.000275331 5.63981e-05 -0.000693246
|
||||
1.22 -9.22689e-05 0.00142491 -7.11203e-06 -0.000229197 -2.58406e-06 -0.000594245
|
||||
1.23 -0.000352235 0.00107128 -6.695e-06 -0.000170812 -5.07057e-05 -0.000456409
|
||||
1.24 -0.000554505 0.000671182 -5.88552e-06 -0.000106312 -8.91425e-05 -0.000288205
|
||||
1.25 -0.00070944 0.000244165 -4.71479e-06 -3.93131e-05 -0.00011991 -9.92792e-05
|
||||
1.26 -0.000821641 -0.000199424 -3.20821e-06 3.00854e-05 -0.000142419 9.92934e-05
|
||||
1.27 -0.000888613 -0.000650635 -1.4506e-06 0.00010278 -0.000155733 0.000293987
|
||||
1.28 -0.000926249 -0.00109173 5.32478e-07 0.000176297 -0.000163583 0.000471911
|
||||
1.29 -0.000959309 -0.0014912 2.35451e-06 0.000243054 -0.000171097 0.00062047
|
||||
1.3 -0.00102496 -0.00180825 3.44138e-06 0.000293668 -0.000186913 0.000730255
|
||||
1.31 -0.00116682 -0.00200461 3.54072e-06 0.000322317 -0.000216992 0.000796371
|
||||
1.32 -0.00140895 -0.00205655 2.50103e-06 0.000328718 -0.000261834 0.000816291
|
||||
1.33 -0.00176403 -0.00196162 2.70772e-07 0.000315225 -0.000322124 0.000791523
|
||||
1.34 -0.00222068 -0.00173906 -2.94572e-06 0.000283369 -0.000396758 0.000725907
|
||||
1.35 -0.00274624 -0.001426 -7.01708e-06 0.000234638 -0.000485184 0.000626182
|
||||
1.36 -0.00330364 -0.00107021 -1.16735e-05 0.000174532 -0.000583186 0.00050337
|
||||
1.37 -0.00384488 -0.000719241 -1.62279e-05 0.000113783 -0.000679084 0.000369461
|
||||
1.38 -0.00433538 -0.000408265 -2.01594e-05 6.3158e-05 -0.000762699 0.000237484
|
||||
1.39 -0.0047556 -0.000152723 -2.33191e-05 2.62927e-05 -0.000828377 0.000118939
|
||||
1.4 -0.00509116 4.83429e-05 -2.57224e-05 -1.48833e-06 -0.000878298 2.22909e-05
|
||||
1.41 -0.0053355 0.000199639 -2.75931e-05 -2.61744e-05 -0.000917188 -4.50032e-05
|
||||
1.42 -0.00546253 0.000297092 -2.88855e-05 -4.69309e-05 -0.000940472 -7.87582e-05
|
||||
1.43 -0.00543402 0.000325476 -2.90044e-05 -5.57053e-05 -0.000937329 -7.7391e-05
|
||||
1.44 -0.00521264 0.000267878 -2.75063e-05 -4.51425e-05 -0.000895684 -4.27669e-05
|
||||
1.45 -0.00476635 0.000119047 -2.43519e-05 -1.61493e-05 -0.000811157 1.80438e-05
|
||||
1.46 -0.00409559 -0.000107075 -1.97172e-05 2.28735e-05 -0.000690695 9.60701e-05
|
||||
1.47 -0.00322249 -0.000378777 -1.40768e-05 6.34399e-05 -0.000541993 0.000180356
|
||||
1.48 -0.00218814 -0.000653075 -7.82523e-06 0.000102036 -0.00037086 0.000259882
|
||||
1.49 -0.00105384 -0.000882896 -1.11119e-06 0.000137331 -0.00018092 0.000325071
|
||||
1.5 0.000121308 -0.0010248 5.59255e-06 0.000164097 2.17711e-05 0.000365835
|
||||
1.51 0.00127438 -0.00104877 1.16144e-05 0.000172702 0.00022289 0.000374345
|
||||
1.52 0.00235447 -0.000947547 1.65603e-05 0.000156206 0.000408662 0.000345273
|
||||
1.53 0.00333074 -0.000738669 2.02486e-05 0.000117392 0.000570873 0.000276767
|
||||
1.54 0.00417491 -0.000455012 2.28471e-05 6.72622e-05 0.000708415 0.000172528
|
||||
1.55 0.00486616 -0.000128482 2.47167e-05 1.58018e-05 0.000823756 3.86884e-05
|
||||
1.56 0.0053726 0.000221824 2.57309e-05 -3.54077e-05 0.000912179 -0.000115861
|
||||
1.57 0.00565433 0.00058892 2.54887e-05 -9.11559e-05 0.000964284 -0.000280535
|
||||
1.58 0.00568587 0.000966992 2.38341e-05 -0.000154002 0.000971331 -0.000444436
|
||||
1.59 0.00545575 0.00134016 2.07848e-05 -0.000218725 0.000930681 -0.000594461
|
||||
1.6 0.0049881 0.00167919 1.67083e-05 -0.000275206 0.000850311 -0.000718432
|
||||
1.61 0.00433579 0.00194667 1.2258e-05 -0.000315535 0.000741448 -0.000806071
|
||||
1.62 0.00356461 0.00210572 7.82931e-06 -0.00033725 0.000615884 -0.000849946
|
||||
1.63 0.0027539 0.00212819 3.74954e-06 -0.0003403 0.000484487 -0.000847804
|
||||
1.64 0.00196909 0.00200184 4.84329e-07 -0.000323084 0.000355278 -0.00079983
|
||||
1.65 0.00126185 0.0017362 -1.76035e-06 -0.000283349 0.00023707 -0.000709425
|
||||
1.66 0.000668952 0.00136392 -2.94254e-06 -0.000223016 0.000136309 -0.000583169
|
||||
1.67 0.000204573 0.000934112 -3.08246e-06 -0.000150726 5.73429e-05 -0.000429701
|
||||
1.68 -0.000117266 0.000498186 -2.50468e-06 -7.83172e-05 3.9085e-06 -0.000261626
|
||||
1.69 -0.000289153 9.53141e-05 -1.44629e-06 -1.42985e-05 -2.36815e-05 -9.22937e-05
|
||||
1.7 -0.000306626 -0.000254328 1.40299e-07 3.93617e-05 -2.57431e-05 6.56032e-05
|
||||
1.71 -0.000164873 -0.000545587 2.17113e-06 8.46794e-05 -4.51131e-06 0.000200683
|
||||
1.72 0.000119828 -0.000778009 4.55931e-06 0.000122833 3.66096e-05 0.000305342
|
||||
1.73 0.000517669 -0.000946723 7.26367e-06 0.000151862 9.55919e-05 0.000373474
|
||||
1.74 0.000974897 -0.00103958 9.91325e-06 0.000168009 0.000166489 0.000401767
|
||||
1.75 0.00141326 -0.001041 1.20433e-05 0.00016821 0.00023822 0.000390741
|
||||
1.76 0.001754 -0.000940093 1.32511e-05 0.000151381 0.000294091 0.000343913
|
||||
1.77 0.00192101 -0.000739531 1.30216e-05 0.000118695 0.000316507 0.000269808
|
||||
1.78 0.00186879 -0.000461551 1.11964e-05 7.39916e-05 0.000297978 0.000178938
|
||||
1.79 0.00158863 -0.000147463 8.13478e-06 2.39707e-05 0.000241411 8.23232e-05
|
||||
1.8 0.00109265 0.000150616 4.20616e-06 -2.30524e-05 0.000155351 -8.58234e-06
|
||||
1.81 0.000414377 0.000383138 -2.24763e-07 -5.96393e-05 4.55048e-05 -8.43046e-05
|
||||
1.82 -0.000415147 0.000515761 -4.8594e-06 -8.11165e-05 -8.98037e-05 -0.000135503
|
||||
1.83 -0.00136341 0.000535918 -9.68543e-06 -8.55788e-05 -0.000250487 -0.000154692
|
||||
1.84 -0.00238577 0.000451726 -1.45158e-05 -7.30279e-05 -0.000428499 -0.000138209
|
||||
1.85 -0.00343468 0.000285203 -1.89134e-05 -4.54407e-05 -0.000607735 -8.55597e-05
|
||||
1.86 -0.00444597 6.30041e-05 -2.26886e-05 -7.38661e-06 -0.000771465 -1.53247e-06
|
||||
1.87 -0.00535069 -0.000192281 -2.57345e-05 3.50765e-05 -0.000911989 0.000106418
|
||||
1.88 -0.00607841 -0.000467169 -2.78648e-05 7.77438e-05 -0.00102597 0.000229444
|
||||
1.89 -0.00655004 -0.000755679 -2.89141e-05 0.000120737 -0.00110615 0.000356629
|
||||
1.9 -0.0067031 -0.00105085 -2.84379e-05 0.000166499 -0.0011376 0.000477215
|
||||
1.91 -0.00649754 -0.00133431 -2.59974e-05 0.00021418 -0.00110389 0.000579154
|
||||
1.92 -0.00593425 -0.00157191 -2.18399e-05 0.000256135 -0.00100226 0.000651105
|
||||
1.93 -0.00506378 -0.00172052 -1.6623e-05 0.000281087 -0.000846726 0.000685103
|
||||
1.94 -0.00395693 -0.00174282 -1.1017e-05 0.000281505 -0.00065889 0.00067597
|
||||
1.95 -0.00269644 -0.00162111 -5.58778e-06 0.000257925 -0.000454983 0.000623497
|
||||
1.96 -0.00135583 -0.00136256 -4.2079e-07 0.000216118 -0.000239149 0.000530439
|
||||
1.97 3.82851e-06 -0.000995396 4.58995e-06 0.000160987 -1.33665e-05 0.000401653
|
||||
1.98 0.00131412 -0.000560896 9.15451e-06 9.45319e-05 0.000212306 0.000245651
|
||||
1.99 0.00250935 -0.000105143 1.29262e-05 1.98274e-05 0.000419011 7.26661e-05
|
||||
2 0.00351964 0.000329064 1.57427e-05 -5.50058e-05 0.000587033 -0.000104212
|
||||
2.01 0.00427953 0.000710451 1.74696e-05 -0.000119264 0.000707107 -0.00027107
|
||||
2.02 0.00474335 0.00102441 1.81694e-05 -0.000167028 0.000779192 -0.000416239
|
||||
2.03 0.00487576 0.00127009 1.785e-05 -0.000201085 0.000804408 -0.000529601
|
||||
2.04 0.00467104 0.00144917 1.6199e-05 -0.000227986 0.000780308 -0.000604776
|
||||
2.05 0.00415664 0.00155413 1.31951e-05 -0.000248914 0.000703105 -0.000637865
|
||||
2.06 0.0033926 0.00156618 9.3194e-06 -0.000256465 0.000578068 -0.000627117
|
||||
2.07 0.00247782 0.00146587 5.19571e-06 -0.000241333 0.000423135 -0.000575396
|
||||
2.08 0.00151726 0.00124876 1.54817e-06 -0.000201919 0.000262594 -0.000488621
|
||||
2.09 0.000608563 0.000934355 -1.16991e-06 -0.000146755 0.00011733 -0.000376724
|
||||
2.1 -0.000171237 0.000563003 -3.05365e-06 -8.77097e-05 -2.97888e-06 -0.0002519
|
||||
2.11 -0.000777386 0.000184967 -4.19213e-06 -3.20099e-05 -9.65354e-05 -0.000125508
|
||||
2.12 -0.00117463 -0.000150787 -4.54576e-06 1.843e-05 -0.000161941 -9.11657e-06
|
||||
2.13 -0.00133988 -0.000404537 -4.192e-06 6.12639e-05 -0.000193996 8.75673e-05
|
||||
2.14 -0.00125667 -0.000551754 -3.07958e-06 9.00426e-05 -0.000184076 0.000156158
|
||||
2.15 -0.000913326 -0.00058774 -1.15157e-06 9.80141e-05 -0.00012708 0.000189742
|
||||
2.16 -0.000325815 -0.000527662 1.43305e-06 8.51375e-05 -2.61325e-05 0.000186113
|
||||
2.17 0.00046838 -0.00039848 4.62956e-06 5.95458e-05 0.000107532 0.000146547
|
||||
2.18 0.00140182 -0.000225407 8.33118e-06 3.08293e-05 0.000258027 7.6671e-05
|
||||
2.19 0.00237942 -2.18016e-05 1.20634e-05 2.08597e-06 0.000410799 -1.47643e-05
|
||||
2.2 0.0033006 0.000209701 1.53674e-05 -3.07121e-05 0.000553824 -0.000118682
|
||||
2.21 0.00405793 0.000465874 1.78295e-05 -7.16292e-05 0.000675135 -0.000224127
|
||||
2.22 0.0045609 0.000730752 1.89789e-05 -0.000117782 0.000760217 -0.000320077
|
||||
2.23 0.00474773 0.000972076 1.86775e-05 -0.000159576 0.000792703 -0.000395546
|
||||
2.24 0.00458609 0.00114824 1.70066e-05 -0.000187076 0.000761896 -0.000440061
|
||||
2.25 0.0040889 0.00122048 1.40632e-05 -0.000195354 0.000669399 -0.000447407
|
||||
2.26 0.0032931 0.00116366 1.02648e-05 -0.000184207 0.00052839 -0.000414654
|
||||
2.27 0.00224928 0.000972878 6.06581e-06 -0.000154689 0.000354819 -0.000342944
|
||||
2.28 0.0010144 0.000665449 1.56074e-06 -0.000107729 0.000156975 -0.000236996
|
||||
2.29 -0.00036156 0.000278044 -3.22272e-06 -4.6248e-05 -6.45385e-05 -0.000102818
|
||||
2.3 -0.00181106 -0.000141818 -8.27827e-06 2.28179e-05 -0.000306689 5.0139e-05
|
||||
2.31 -0.00324694 -0.000548321 -1.35318e-05 9.01867e-05 -0.000553822 0.000210449
|
||||
2.32 -0.00456526 -0.000908602 -1.8415e-05 0.000148544 -0.000778516 0.000365342
|
||||
2.33 -0.0056514 -0.00120675 -2.22482e-05 0.000195244 -0.000954936 0.000501274
|
||||
2.34 -0.00641593 -0.00143884 -2.47339e-05 0.000231089 -0.00107095 0.000607904
|
||||
2.35 -0.00679744 -0.0016031 -2.57183e-05 0.000256986 -0.0011277 0.000677237
|
||||
2.36 -0.00676896 -0.00169194 -2.52009e-05 0.000271795 -0.00112833 0.00070436
|
||||
2.37 -0.00634341 -0.00169049 -2.33286e-05 0.000272579 -0.00106934 0.000687799
|
||||
2.38 -0.00555944 -0.0015819 -2.01091e-05 0.000256101 -0.000945742 0.000627904
|
||||
2.39 -0.00449317 -0.00135692 -1.57958e-05 0.00022034 -0.00076371 0.000529606
|
||||
2.4 -0.00324188 -0.00102342 -1.10831e-05 0.000166078 -0.000546007 0.000401404
|
||||
2.41 -0.00190258 -0.000611317 -6.49339e-06 9.83592e-05 -0.000321541 0.000254384
|
||||
2.42 -0.000566408 -0.000169422 -2.2259e-06 2.63036e-05 -0.000108859 0.00010185
|
||||
2.43 0.000699672 0.000245944 1.7396e-06 -3.97959e-05 8.91428e-05 -4.4504e-05
|
||||
2.44 0.001832 0.000586005 5.63449e-06 -9.25412e-05 0.000274387 -0.000173696
|
||||
2.45 0.00275857 0.000821012 9.31254e-06 -0.000129292 0.000437854 -0.000276067
|
||||
2.46 0.00340879 0.000943299 1.21058e-05 -0.000150347 0.000557327 -0.000344493
|
||||
2.47 0.0037172 0.000962445 1.353e-05 -0.000156009 0.000611338 -0.000373421
|
||||
2.48 0.00365827 0.00089699 1.34454e-05 -0.000146261 0.000594753 -0.000362143
|
||||
2.49 0.00325232 0.00076681 1.19687e-05 -0.000123055 0.000521374 -0.000314229
|
||||
2.5 0.00255497 0.000587799 9.53525e-06 -9.14017e-05 0.000410869 -0.00023639
|
||||
2.51 0.00165571 0.000369576 6.45527e-06 -5.65428e-05 0.000275918 -0.000138591
|
||||
2.52 0.000651466 0.000117742 2.86167e-06 -1.98551e-05 0.000122165 -3.07015e-05
|
||||
2.53 -0.000353394 -0.000158589 -7.86645e-07 2.10416e-05 -4.19765e-05 7.63837e-05
|
||||
2.54 -0.00125515 -0.000437538 -3.9409e-06 6.66615e-05 -0.000197318 0.000171132
|
||||
2.55 -0.00197359 -0.000680968 -6.29308e-06 0.000110238 -0.000319732 0.000243315
|
||||
2.56 -0.00244852 -0.00084235 -7.68003e-06 0.000139309 -0.000393109 0.000283546
|
||||
2.57 -0.00265265 -0.000883378 -8.27339e-06 0.000143956 -0.000415984 0.000286813
|
||||
2.58 -0.00257918 -0.000789206 -8.35982e-06 0.000123789 -0.000396779 0.000252314
|
||||
2.59 -0.00222336 -0.000572889 -7.78457e-06 8.66037e-05 -0.000340946 0.000182252
|
||||
2.6 -0.00159344 -0.000268 -6.25315e-06 4.06078e-05 -0.000245485 8.26283e-05
|
||||
2.61 -0.00070688 8.35809e-05 -3.65607e-06 -1.09619e-05 -0.000105157 -3.93923e-05
|
||||
2.62 0.000388545 0.000441315 3.34548e-08 -6.74328e-05 7.73151e-05 -0.000174064
|
||||
2.63 0.00160519 0.000771336 4.4925e-06 -0.000124681 0.000284587 -0.000309144
|
||||
2.64 0.00283505 0.00104979 9.13079e-06 -0.000173963 0.00049052 -0.00043239
|
||||
2.65 0.00395449 0.00126477 1.35211e-05 -0.000207882 0.00067103 -0.000531374
|
||||
2.66 0.00485577 0.00141383 1.71993e-05 -0.000226489 0.000810836 -0.000597012
|
||||
2.67 0.00546096 0.00149564 1.96948e-05 -0.000235574 0.000904245 -0.000623689
|
||||
2.68 0.00571903 0.00150061 2.09129e-05 -0.000238241 0.000948067 -0.000608076
|
||||
2.69 0.00561873 0.00140948 2.08854e-05 -0.000229281 0.000937483 -0.000550727
|
||||
2.7 0.00517158 0.00120372 1.96664e-05 -0.000199262 0.000867945 -0.000454286
|
||||
2.71 0.00441167 0.000881703 1.75026e-05 -0.000144533 0.000739718 -0.000325237
|
||||
2.72 0.00339503 0.000468333 1.4499e-05 -7.2576e-05 0.000563542 -0.000174199
|
||||
2.73 0.00218031 1.11187e-05 1.06533e-05 2.78686e-06 0.000357093 -1.31e-05
|
||||
2.74 0.000837707 -0.000433996 6.19285e-06 7.07867e-05 0.000136948 0.000144624
|
||||
2.75 -0.000560823 -0.000817367 1.27317e-06 0.00012787 -8.658e-05 0.000287234
|
||||
2.76 -0.00193858 -0.00110424 -4.03527e-06 0.000173732 -0.00030911 0.000404982
|
||||
2.77 -0.00319951 -0.00127734 -9.39343e-06 0.000205684 -0.000521787 0.000488961
|
||||
2.78 -0.00424656 -0.0013365 -1.43637e-05 0.000218778 -0.000705441 0.000533507
|
||||
2.79 -0.00498622 -0.00129592 -1.8404e-05 0.000211272 -0.000835858 0.000535274
|
||||
2.8 -0.00535488 -0.00117731 -2.08416e-05 0.000188061 -0.000895515 0.000495236
|
||||
2.81 -0.00534255 -0.00100008 -2.14905e-05 0.000157172 -0.000885803 0.000419436
|
||||
2.82 -0.00497855 -0.00077436 -2.07084e-05 0.000122904 -0.000822719 0.000316071
|
||||
2.83 -0.00432879 -0.000502863 -1.88774e-05 8.33361e-05 -0.000722846 0.000196014
|
||||
2.84 -0.00346892 -0.000191436 -1.63459e-05 3.50281e-05 -0.000594077 7.0252e-05
|
||||
2.85 -0.0024703 0.000139736 -1.3268e-05 -2.02357e-05 -0.000436497 -5.04138e-05
|
||||
2.86 -0.00141105 0.000453225 -9.55172e-06 -7.3784e-05 -0.000256507 -0.000154188
|
||||
2.87 -0.000362738 0.00070248 -5.41272e-06 -0.000114763 -7.32253e-05 -0.000231347
|
||||
2.88 0.000602616 0.000845983 -1.30866e-06 -0.000136041 8.9917e-05 -0.000274025
|
||||
2.89 0.00142005 0.000859765 2.54024e-06 -0.000136129 0.000217508 -0.000278299
|
||||
2.9 0.00204262 0.000743501 5.98514e-06 -0.000117147 0.000309893 -0.000245341
|
||||
2.91 0.00242325 0.000519555 8.86981e-06 -8.24966e-05 0.000372271 -0.000178628
|
||||
2.92 0.0025261 0.000226326 1.10099e-05 -3.66189e-05 0.000400624 -8.4985e-05
|
||||
2.93 0.00233041 -9.22229e-05 1.18734e-05 1.45075e-05 0.000381878 2.71011e-05
|
||||
2.94 0.00184304 -0.000397809 1.10056e-05 6.43455e-05 0.000305211 0.000147683
|
||||
2.95 0.00112347 -0.000665457 8.62753e-06 0.000107957 0.000178999 0.000264066
|
||||
2.96 0.000262333 -0.000883944 5.32387e-06 0.000143088 2.99058e-05 0.000364316
|
||||
2.97 -0.00063399 -0.00104943 1.74344e-06 0.000169166 -0.000114578 0.000437525
|
||||
2.98 -0.00146888 -0.00115677 -1.59504e-06 0.000185525 -0.000239601 0.000475728
|
||||
2.99 -0.00217839 -0.00119409 -4.67236e-06 0.000190648 -0.000345964 0.000475394
|
||||
3 -0.00271261 -0.00114369 -7.58344e-06 0.000182478 -0.000435348 0.000434885
|
||||
3.01 -0.00303846 -0.000988551 -1.00741e-05 0.000158774 -0.000498534 0.000356142
|
||||
3.02 -0.00313273 -0.000721882 -1.18877e-05 0.000117598 -0.000520678 0.000243983
|
||||
3.03 -0.00297816 -0.000355882 -1.28594e-05 5.9058e-05 -0.000491527 0.000106048
|
||||
3.04 -0.00258067 7.45704e-05 -1.28246e-05 -1.20782e-05 -0.000415694 -4.57327e-05
|
||||
3.05 -0.00195384 0.000516776 -1.18211e-05 -8.56974e-05 -0.000306878 -0.000198828
|
||||
3.06 -0.0011241 0.000913524 -9.81178e-06 -0.00014982 -0.00017425 -0.000340559
|
||||
3.07 -0.000136431 0.0012193 -6.55363e-06 -0.000196418 -2.03272e-05 -0.000459594
|
||||
3.08 0.000950504 0.00141097 -2.15104e-06 -0.00022443 0.000154686 -0.000547687
|
||||
3.09 0.00204642 0.00148781 2.92372e-06 -0.000237037 0.000340762 -0.000597439
|
||||
3.1 0.00305025 0.0014629 8.10577e-06 -0.000236315 0.000515279 -0.000604663
|
||||
3.11 0.00387005 0.00135289 1.27045e-05 -0.000221222 0.000655079 -0.000568662
|
||||
3.12 0.00443564 0.001172 1.62785e-05 -0.000190795 0.000745475 -0.000492308
|
||||
3.13 0.004723 0.000930805 1.88158e-05 -0.000148034 0.000786666 -0.000383773
|
||||
3.14 0.00473523 0.000637647 2.02958e-05 -9.89984e-05 0.000787113 -0.000252965
|
||||
3.15 0.004494 0.000301569 2.07365e-05 -4.78064e-05 0.000752139 -0.000111196
|
||||
3.16 0.00403197 -6.23156e-05 2.0289e-05 5.98789e-06 0.000683186 2.96293e-05
|
||||
3.17 0.00337459 -0.000426393 1.88922e-05 6.33733e-05 0.0005783 0.000158836
|
||||
3.18 0.00255737 -0.000748556 1.64371e-05 0.000119244 0.000439914 0.000265046
|
||||
3.19 0.00162132 -0.000980212 1.29629e-05 0.000161426 0.000278825 0.000339064
|
||||
3.2 0.000615801 -0.00108296 8.47587e-06 0.000178156 0.0001085 0.000375006
|
||||
3.21 -0.000391198 -0.0010443 3.23456e-06 0.000167112 -5.68553e-05 0.000370397
|
||||
3.22 -0.00133233 -0.000881741 -2.16333e-06 0.000136617 -0.000208137 0.000328197
|
||||
3.23 -0.00213514 -0.000633022 -7.255e-06 9.77799e-05 -0.000340048 0.000253606
|
||||
3.24 -0.00273489 -0.000340456 -1.1654e-05 5.61169e-05 -0.000444719 0.000154118
|
||||
3.25 -0.00309203 -3.95406e-05 -1.49438e-05 1.11829e-05 -0.000513349 3.95873e-05
|
||||
3.26 -0.00318746 0.000244163 -1.6944e-05 -3.6771e-05 -0.000536468 -7.95493e-05
|
||||
3.27 -0.00304187 0.000493415 -1.75542e-05 -8.20269e-05 -0.00051227 -0.000190551
|
||||
3.28 -0.00270279 0.00069727 -1.67772e-05 -0.00011655 -0.00045182 -0.000281545
|
||||
3.29 -0.00222707 0.000848731 -1.50453e-05 -0.000136987 -0.000371209 -0.000343244
|
||||
3.3 -0.00167475 0.000940038 -1.28046e-05 -0.000146509 -0.000284949 -0.000368885
|
||||
3.31 -0.00108263 0.000957216 -1.01363e-05 -0.000148774 -0.000196394 -0.000356504
|
||||
3.32 -0.000478576 0.000880006 -6.99096e-06 -0.000141073 -0.000100959 -0.000306284
|
||||
3.33 0.000107512 0.00069134 -3.24086e-06 -0.000115288 3.60238e-07 -0.000221126
|
||||
3.34 0.000641533 0.000392102 1.0379e-06 -6.6511e-05 9.77747e-05 -0.000107686
|
||||
3.35 0.00107069 1.03189e-05 5.19381e-06 -2.23042e-07 0.000173601 2.52975e-05
|
||||
3.36 0.0013493 -0.000403219 8.52657e-06 6.97893e-05 0.000215246 0.000165383
|
||||
3.37 0.00144586 -0.000790731 1.0722e-05 0.000130499 0.000223953 0.000299609
|
||||
3.38 0.00134521 -0.00110447 1.16425e-05 0.000176396 0.00020621 0.000416488
|
||||
3.39 0.00106181 -0.00131598 1.13423e-05 0.000208117 0.000167271 0.000505608
|
||||
3.4 0.000622514 -0.00141617 9.92168e-06 0.000226403 0.000104901 0.000560068
|
||||
3.41 7.57994e-05 -0.00141048 7.32022e-06 0.000229155 1.6482e-05 0.00057448
|
||||
3.42 -0.000512538 -0.001313 3.79109e-06 0.000214328 -8.7927e-05 0.000546076
|
||||
3.43 -0.00108225 -0.00114051 -1.81915e-08 0.000183913 -0.000190208 0.000476698
|
||||
3.44 -0.00157965 -0.000906569 -3.63394e-06 0.000143396 -0.000272681 0.000371276
|
||||
3.45 -0.00198073 -0.000618516 -6.85036e-06 9.71898e-05 -0.000330708 0.000239439
|
||||
3.46 -0.00228124 -0.00028083 -9.71937e-06 4.56328e-05 -0.000373548 9.26542e-05
|
||||
3.47 -0.00247326 9.57341e-05 -1.24765e-05 -1.26841e-05 -0.000407241 -5.7735e-05
|
||||
3.48 -0.00254605 0.000485362 -1.49305e-05 -7.57827e-05 -0.000427933 -0.000199559
|
||||
3.49 -0.00247149 0.000846136 -1.64551e-05 -0.000136055 -0.00042203 -0.000322321
|
||||
3.5 -0.0022268 0.0011291 -1.66087e-05 -0.000183201 -0.000378318 -0.000415832
|
||||
3.51 -0.0018119 0.00129291 -1.52121e-05 -0.000209318 -0.000300813 -0.000471766
|
||||
3.52 -0.00124309 0.00131657 -1.23703e-05 -0.00021179 -0.000200961 -0.000486445
|
||||
3.53 -0.000564692 0.00120466 -8.51387e-06 -0.000192778 -9.04897e-05 -0.000459439
|
||||
3.54 0.000171179 0.000984367 -3.95994e-06 -0.000157257 2.54419e-05 -0.000395269
|
||||
3.55 0.000908916 0.000696054 1.05272e-06 -0.000111476 0.000146547 -0.000301131
|
||||
3.56 0.00158748 0.000381292 6.01431e-06 -6.17162e-05 0.00026511 -0.000185279
|
||||
3.57 0.00216466 7.25319e-05 1.0455e-05 -1.28114e-05 0.000369213 -5.86665e-05
|
||||
3.58 0.002611 -0.000211307 1.41073e-05 3.27092e-05 0.00044766 6.74619e-05
|
||||
3.59 0.00291899 -0.00046167 1.67885e-05 7.37367e-05 0.000496468 0.00018074
|
||||
3.6 0.00309913 -0.000672231 1.85941e-05 0.000108596 0.000522533 0.000269448
|
||||
3.61 0.00315291 -0.00083146 1.96563e-05 0.000134134 0.000531108 0.00032583
|
||||
3.62 0.00307971 -0.000920588 1.97755e-05 0.00014694 0.000522425 0.000344709
|
||||
3.63 0.00286788 -0.000917813 1.87525e-05 0.000145009 0.000491569 0.000325283
|
||||
3.64 0.00250667 -0.000806226 1.65017e-05 0.000127649 0.000431908 0.000269652
|
||||
3.65 0.00200921 -0.000582269 1.29459e-05 9.42513e-05 0.000345727 0.000181689
|
||||
3.66 0.00140247 -0.000262186 8.33682e-06 4.47594e-05 0.000240389 6.94568e-05
|
||||
3.67 0.000738291 0.000116233 3.18706e-06 -1.72746e-05 0.000126876 -5.70163e-05
|
||||
3.68 7.80241e-05 0.000499477 -2.00894e-06 -8.23825e-05 1.71547e-05 -0.000185293
|
||||
3.69 -0.000526398 0.000831964 -6.63048e-06 -0.000137787 -8.23423e-05 -0.000302218
|
||||
3.7 -0.00102883 0.00107231 -1.01897e-05 -0.000174266 -0.00016594 -0.000397452
|
||||
3.71 -0.00141037 0.00120342 -1.26563e-05 -0.000191077 -0.000231443 -0.000461957
|
||||
3.72 -0.00166794 0.00123045 -1.40996e-05 -0.000193734 -0.000278582 -0.000489871
|
||||
3.73 -0.00180536 0.00116919 -1.4567e-05 -0.000186793 -0.000304675 -0.000477911
|
||||
3.74 -0.00183644 0.00103392 -1.41601e-05 -0.000169276 -0.000310107 -0.000424795
|
||||
3.75 -0.00176274 0.000832479 -1.28104e-05 -0.000137435 -0.000295119 -0.000334392
|
||||
3.76 -0.00158604 0.000569228 -1.0513e-05 -9.11442e-05 -0.000262239 -0.000213746
|
||||
3.77 -0.00130859 0.000250693 -7.54731e-06 -3.60396e-05 -0.000216325 -7.32971e-05
|
||||
3.78 -0.000931595 -0.000110286 -4.06818e-06 2.10553e-05 -0.000157211 7.44269e-05
|
||||
3.79 -0.00047836 -0.00049191 -1.25057e-07 7.74365e-05 -8.53342e-05 0.000218234
|
||||
3.8 1.58925e-05 -0.000861182 4.036e-06 0.000133508 -2.84481e-06 0.000346484
|
||||
3.81 0.000497542 -0.00117435 8.046e-06 0.000186286 8.20887e-05 0.000448967
|
||||
3.82 0.00090218 -0.00138455 1.12868e-05 0.00022572 0.000152957 0.000517173
|
||||
3.83 0.00118509 -0.00145676 1.30285e-05 0.000239808 0.000198207 0.000544191
|
||||
3.84 0.00131836 -0.0013825 1.3108e-05 0.000224296 0.000214226 0.000528457
|
||||
3.85 0.00130475 -0.00118358 1.18947e-05 0.000186705 0.00020666 0.000472047
|
||||
3.86 0.00116594 -0.000901406 9.80846e-06 0.000140034 0.00018463 0.000380834
|
||||
3.87 0.000918671 -0.00057915 7.2019e-06 9.26232e-05 0.000148201 0.000263861
|
||||
3.88 0.000583098 -0.000248922 4.13296e-06 4.45298e-05 9.44818e-05 0.000130316
|
||||
3.89 0.000168935 7.00178e-05 4.69337e-07 -6.77218e-06 2.18079e-05 -8.28212e-06
|
||||
3.9 -0.000312646 0.000365413 -3.55303e-06 -5.89901e-05 -6.54663e-05 -0.00013984
|
||||
3.91 -0.00083884 0.000625934 -7.49769e-06 -0.000104602 -0.000155688 -0.000252703
|
||||
3.92 -0.00138724 0.000838407 -1.11247e-05 -0.000137162 -0.000242811 -0.000335826
|
||||
3.93 -0.00191708 0.000986802 -1.42469e-05 -0.000156086 -0.000324505 -0.000382858
|
||||
3.94 -0.00237856 0.00105161 -1.67224e-05 -0.000164063 -0.000398317 -0.000390683
|
||||
3.95 -0.00271754 0.00101208 -1.83405e-05 -0.000160579 -0.000457756 -0.000359592
|
||||
3.96 -0.00287654 0.000854454 -1.85526e-05 -0.000140114 -0.000487531 -0.000293535
|
||||
3.97 -0.00282809 0.000583845 -1.69681e-05 -9.80602e-05 -0.000477632 -0.000197709
|
||||
3.98 -0.00257125 0.00023145 -1.38094e-05 -3.80845e-05 -0.000428366 -8.11957e-05
|
||||
3.99 -0.00213306 -0.000150337 -9.60866e-06 2.74156e-05 -0.000348686 4.45522e-05
|
||||
4 -0.0015617 -0.000503881 -5.01056e-06 8.46453e-05 -0.000252245 0.000167262
|
||||
400
examples/space_frame_3d_results/recorders/node_10_accel.out
Normal file
400
examples/space_frame_3d_results/recorders/node_10_accel.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 1.00574 0.0319794 0.00608451 -0.00739125 0.280164 -0.0919707
|
||||
0.02 2.07625 0.156418 0.0128144 -0.0324441 0.495935 -0.217173
|
||||
0.03 2.13822 0.388657 0.00838785 -0.0694586 0.292982 -0.233286
|
||||
0.04 2.33897 0.671814 0.00413047 -0.10337 0.256558 -0.284276
|
||||
0.05 2.19457 0.908826 0.00573652 -0.129637 0.264546 -0.287378
|
||||
0.06 1.85507 1.00116 0.00501733 -0.149472 0.311641 -0.25216
|
||||
0.07 1.59568 0.881414 0.00406724 -0.150421 0.36824 -0.212914
|
||||
0.08 0.939573 0.542013 0.00337804 -0.108848 0.192033 -0.107341
|
||||
0.09 0.29597 0.052543 -0.000178004 -0.0187682 -0.00241963 0.00228702
|
||||
0.1 -0.450291 -0.456746 -0.00210315 0.0882203 -0.168899 0.121635
|
||||
0.11 -1.32754 -0.852618 -0.00219709 0.162327 -0.278654 0.242855
|
||||
0.12 -2.17042 -1.06593 -0.00496961 0.179699 -0.328394 0.336238
|
||||
0.13 -3.13034 -1.1185 -0.00937352 0.162847 -0.464587 0.424587
|
||||
0.14 -3.96209 -1.09 -0.0139751 0.153304 -0.637568 0.485973
|
||||
0.15 -4.51956 -1.05514 -0.0180823 0.167957 -0.784177 0.515385
|
||||
0.16 -4.71765 -1.04143 -0.0189767 0.187118 -0.839148 0.511546
|
||||
0.17 -4.45418 -1.03013 -0.0168711 0.183305 -0.758674 0.462574
|
||||
0.18 -3.88906 -0.981687 -0.0140762 0.153588 -0.623828 0.384999
|
||||
0.19 -3.12507 -0.856792 -0.010975 0.117856 -0.484678 0.284515
|
||||
0.2 -2.27052 -0.626138 -0.00804337 0.0890941 -0.366434 0.169332
|
||||
0.21 -1.41127 -0.281703 -0.00582009 0.0553748 -0.259324 0.049469
|
||||
0.22 -0.5272 0.145538 -0.00359729 -0.00355534 -0.121234 -0.0733834
|
||||
0.23 0.3543 0.578606 -0.00115324 -0.0857153 0.0429677 -0.186728
|
||||
0.24 1.22134 0.917942 0.00147327 -0.159925 0.212783 -0.280309
|
||||
0.25 2.04101 1.08903 0.00474103 -0.192239 0.358819 -0.345987
|
||||
0.26 2.74231 1.08092 0.00835042 -0.177044 0.460891 -0.37805
|
||||
0.27 3.27419 0.945664 0.011497 -0.139554 0.529198 -0.379589
|
||||
0.28 3.56864 0.760587 0.0137555 -0.109249 0.571378 -0.353204
|
||||
0.29 3.58104 0.584387 0.0147251 -0.0942627 0.587061 -0.302403
|
||||
0.3 3.3063 0.436853 0.0142173 -0.0816935 0.563337 -0.231674
|
||||
0.31 2.77758 0.306943 0.0124781 -0.058195 0.485632 -0.146277
|
||||
0.32 2.08747 0.172677 0.00979657 -0.0251595 0.363461 -0.0560136
|
||||
0.33 1.34831 0.016655 0.00669978 0.00634477 0.225827 0.0287388
|
||||
0.34 0.660906 -0.165443 0.00400387 0.0305262 0.106692 0.0990464
|
||||
0.35 0.0861369 -0.358817 0.00216115 0.0519932 0.0226328 0.148806
|
||||
0.36 -0.369073 -0.526833 0.00100627 0.0759278 -0.036467 0.175486
|
||||
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|
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|
||||
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|
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|
||||
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|
||||
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|
||||
0.51 1.71297 0.325394 0.00662253 -0.0516484 0.272589 -0.0862596
|
||||
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|
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|
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|
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|
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|
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
0.77 0.932966 -0.439629 0.00678205 0.0697415 0.160273 0.174135
|
||||
0.78 0.663219 -0.452943 0.00555196 0.0721159 0.117324 0.183821
|
||||
0.79 0.40105 -0.435319 0.0041993 0.0698333 0.0744276 0.173571
|
||||
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|
||||
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|
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|
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|
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|
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|
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|
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|
||||
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|
||||
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|
||||
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|
||||
0.91 1.06913 0.636629 0.00227389 -0.102166 0.181833 -0.267245
|
||||
0.92 1.2644 0.504857 0.00385552 -0.081117 0.213536 -0.216833
|
||||
0.93 1.39002 0.354477 0.0051852 -0.0572608 0.234116 -0.153644
|
||||
0.94 1.43974 0.192785 0.00620602 -0.0314382 0.242581 -0.082761
|
||||
0.95 1.41534 0.0250731 0.00689825 -0.00438836 0.238823 -0.00983589
|
||||
0.96 1.32291 -0.142127 0.00725052 0.0226739 0.223395 0.0593924
|
||||
0.97 1.16925 -0.298697 0.00724289 0.0479177 0.197344 0.119628
|
||||
0.98 0.960049 -0.43084 0.00684148 0.0691096 0.161901 0.166509
|
||||
0.99 0.700413 -0.523484 0.00600542 0.083978 0.118207 0.196974
|
||||
1 0.397219 -0.564308 0.00470865 0.0906558 0.0673878 0.209465
|
||||
1.01 0.0619642 -0.5478 0.00297281 0.0881965 0.0110669 0.203994
|
||||
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|
||||
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|
||||
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|
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|
||||
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|
||||
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|
||||
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|
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|
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|
||||
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|
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|
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|
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|
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|
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|
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
1.22 0.38067 -0.45088 0.00403943 0.0724487 0.0628118 0.180116
|
||||
1.23 0.370031 -0.351386 0.00351362 0.0563959 0.0615573 0.141832
|
||||
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|
||||
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|
||||
1.26 0.215249 0.0501551 0.000839229 -0.00807232 0.0369331 -0.0237462
|
||||
1.27 0.140436 0.191964 -0.000208024 -0.0308713 0.0247411 -0.0816588
|
||||
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|
||||
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|
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|
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|
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|
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|
||||
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|
||||
1.35 0.19862 0.321637 -0.000488028 -0.0519489 0.0381699 -0.135771
|
||||
1.36 0.336451 0.201948 0.000779234 -0.0326931 0.0616134 -0.0915852
|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
1.42 1.07911 -0.252949 0.0066238 0.0403664 0.184912 0.0911387
|
||||
1.43 1.10835 -0.239225 0.00669204 0.0382209 0.18909 0.0849797
|
||||
1.44 1.08849 -0.196834 0.00637708 0.0314631 0.184932 0.0677701
|
||||
1.45 1.0148 -0.129164 0.00567197 0.0206298 0.171697 0.0416989
|
||||
1.46 0.886782 -0.0427036 0.00460657 0.0067689 0.14937 0.00974948
|
||||
1.47 0.708825 0.053145 0.00324911 -0.00860333 0.118741 -0.0245871
|
||||
1.48 0.48982 0.147122 0.001699 -0.023677 0.081336 -0.0576379
|
||||
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|
||||
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|
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|
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|
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|
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|
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|
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|
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|
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|
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|
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|
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|
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|
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|
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|
||||
1.65 0.0123382 -0.37709 0.00182133 0.0608091 -0.00160411 0.152324
|
||||
1.66 0.164285 -0.290312 0.00214637 0.0468423 0.0234814 0.119549
|
||||
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|
||||
1.68 0.34014 -0.0799909 0.00199199 0.0130027 0.052516 0.0384817
|
||||
1.69 0.356136 0.0253296 0.00156332 -0.00393232 0.0552203 -0.00325399
|
||||
1.7 0.324336 0.119999 0.000953627 -0.0191504 0.0501204 -0.0414258
|
||||
1.71 0.24923 0.197787 0.000215037 -0.0316577 0.0379848 -0.0731887
|
||||
1.72 0.138969 0.25407 -0.000590367 -0.0407191 0.0201739 -0.0963333
|
||||
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|
||||
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|
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|
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|
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|
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|
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|
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|
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|
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|
||||
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|
||||
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|
||||
1.85 0.554326 -0.138668 0.00348365 0.0220445 0.0972935 0.046244
|
||||
1.86 0.777785 -0.090382 0.00434425 0.0142838 0.134072 0.0277096
|
||||
1.87 0.974896 -0.0269405 0.00500019 0.00409863 0.16634 0.00306511
|
||||
1.88 1.13003 0.0461527 0.0054017 -0.00762906 0.191543 -0.0254146
|
||||
1.89 1.22998 0.122714 0.00551416 -0.0199107 0.207536 -0.0550875
|
||||
1.9 1.26532 0.196167 0.00532345 -0.0316942 0.212795 -0.0831852
|
||||
1.91 1.23144 0.25989 0.00483931 -0.0419177 0.206593 -0.107061
|
||||
1.92 1.12902 0.307719 0.00409554 -0.04959 0.189076 -0.124426
|
||||
1.93 0.963992 0.334578 0.00314641 -0.0538924 0.161253 -0.133551
|
||||
1.94 0.746862 0.337137 0.00206018 -0.0542875 0.124882 -0.133415
|
||||
1.95 0.491734 0.31434 0.000911519 -0.0506041 0.0823066 -0.123792
|
||||
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|
||||
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|
||||
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|
||||
1.99 -0.568019 0.0304781 -0.00293309 -0.00489467 -0.0938415 -0.0125955
|
||||
2 -0.759229 -0.0591096 -0.00344164 0.00951898 -0.125615 0.0227944
|
||||
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|
||||
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|
||||
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|
||||
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|
||||
2.05 -0.801055 -0.314019 -0.00243985 0.0505601 -0.133908 0.125466
|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
2.12 0.32244 0.0361306 0.00133176 -0.00562064 0.0487701 -0.00675141
|
||||
2.13 0.358581 0.0858862 0.00126619 -0.0136157 0.0545869 -0.0259388
|
||||
2.14 0.340135 0.119614 0.0010127 -0.0190367 0.0515213 -0.039272
|
||||
2.15 0.269442 0.135007 0.000593933 -0.0215143 0.0399679 -0.0457722
|
||||
2.16 0.153233 0.131614 4.49924e-05 -0.0209771 0.021039 -0.0451265
|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
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|
||||
2.24 -0.777855 -0.191197 -0.00288104 0.0307162 -0.127818 0.0735839
|
||||
2.25 -0.705287 -0.199375 -0.00247627 0.0320104 -0.115284 0.0757513
|
||||
2.26 -0.576369 -0.188909 -0.00188677 0.0303092 -0.0935347 0.0708944
|
||||
2.27 -0.398544 -0.160085 -0.00114782 0.0256584 -0.0638064 0.0591648
|
||||
2.28 -0.183012 -0.11498 -0.000304284 0.0183923 -0.0279479 0.0413339
|
||||
2.29 0.0560889 -0.0572235 0.000592254 0.00909535 0.011714 0.0187211
|
||||
2.3 0.302687 0.00841867 0.00148628 -0.00146557 0.0525383 -0.00692473
|
||||
2.31 0.539927 0.0765599 0.00232149 -0.0124243 0.0917587 -0.0335818
|
||||
2.32 0.751423 0.141716 0.00304429 -0.0228998 0.126688 -0.0591332
|
||||
2.33 0.922523 0.198771 0.00360779 -0.0320713 0.154924 -0.0815521
|
||||
2.34 1.04149 0.24336 0.00397571 -0.0392381 0.174547 -0.0990757
|
||||
2.35 1.10046 0.272149 0.00412573 -0.043866 0.184271 -0.110356
|
||||
2.36 1.09609 0.283055 0.00405161 -0.0456208 0.183552 -0.114569
|
||||
2.37 1.02975 0.275391 0.00376354 -0.0443916 0.172621 -0.111484
|
||||
2.38 0.907388 0.249942 0.00328683 -0.0403034 0.152455 -0.101468
|
||||
2.39 0.738888 0.208944 0.00265913 -0.0337146 0.124679 -0.0854521
|
||||
2.4 0.537233 0.155936 0.00192687 -0.0251932 0.091424 -0.0648395
|
||||
2.41 0.317415 0.095472 0.00114129 -0.0154708 0.055151 -0.0413772
|
||||
2.42 0.095268 0.0326985 0.000354882 -0.00537493 0.0184569 -0.0169996
|
||||
2.43 -0.113711 -0.0271512 -0.000381974 0.00425282 -0.0161158 0.00634134
|
||||
2.44 -0.295476 -0.0792747 -0.00102388 0.0126402 -0.0462626 0.026845
|
||||
2.45 -0.43844 -0.119757 -0.00153309 0.019158 -0.0700804 0.0430146
|
||||
2.46 -0.534298 -0.145904 -0.00188197 0.0233734 -0.0862033 0.0537804
|
||||
2.47 -0.578634 -0.156421 -0.00205503 0.0250793 -0.0939013 0.0585828
|
||||
2.48 -0.57123 -0.151445 -0.00205038 0.0242976 -0.0931311 0.0574093
|
||||
2.49 -0.516031 -0.132442 -0.00188003 0.0212644 -0.0845319 0.0507826
|
||||
2.5 -0.42077 -0.102027 -0.00156901 0.0163989 -0.0693622 0.0397011
|
||||
2.51 -0.296248 -0.0637084 -0.001153 0.0102639 -0.0493837 0.0255391
|
||||
2.52 -0.15536 -0.0215961 -0.00067504 0.00351876 -0.0267016 0.00991432
|
||||
2.53 -0.0119637 0.01993 -0.00018156 -0.00313403 -0.0035787 -0.00546284
|
||||
2.54 0.120306 0.0565853 0.000281643 -0.0090067 0.0177572 -0.0189466
|
||||
2.55 0.229141 0.0845599 0.000672979 -0.0134872 0.0352947 -0.0291043
|
||||
2.56 0.304517 0.100881 0.000957962 -0.0160977 0.047395 -0.0348438
|
||||
2.57 0.339428 0.103713 0.00111132 -0.0165429 0.0529126 -0.0355085
|
||||
2.58 0.330375 0.0925503 0.00111843 -0.0147416 0.0512741 -0.0309319
|
||||
2.59 0.277574 0.068269 0.000976111 -0.0108346 0.0425143 -0.0214478
|
||||
2.6 0.184914 0.0330233 0.000692857 -0.00516832 0.0272675 -0.00785498
|
||||
2.61 0.0596235 -0.00999146 0.000288451 0.00174335 0.00671481 0.008658
|
||||
2.62 -0.0883023 -0.0568737 -0.000207234 0.00927338 -0.0175096 0.0266233
|
||||
2.63 -0.246905 -0.103398 -0.000756274 0.016743 -0.0434498 0.044427
|
||||
2.64 -0.403235 -0.145397 -0.00131558 0.0234833 -0.0689866 0.0604546
|
||||
2.65 -0.544411 -0.179114 -0.0018404 0.0288914 -0.0920114 0.0732342
|
||||
2.66 -0.65868 -0.201497 -0.00228807 0.0324775 -0.110599 0.0815668
|
||||
2.67 -0.736363 -0.210431 -0.0026215 0.0339025 -0.123164 0.0846296
|
||||
2.68 -0.770614 -0.204905 -0.00281216 0.0330041 -0.128582 0.0820469
|
||||
2.69 -0.757919 -0.185099 -0.00284201 0.029811 -0.126279 0.0739193
|
||||
2.7 -0.698312 -0.152385 -0.0027046 0.0245434 -0.116256 0.0608118
|
||||
2.71 -0.595305 -0.109227 -0.00240517 0.0175969 -0.0990885 0.0437014
|
||||
2.72 -0.455554 -0.0589807 -0.00196002 0.00951075 -0.0758664 0.0238889
|
||||
2.73 -0.288313 -0.00559346 -0.00139527 0.000919366 -0.0481066 0.0028838
|
||||
2.74 -0.104713 0.0467563 -0.000745117 -0.00750552 -0.0176353 -0.0177274
|
||||
2.75 0.0830849 0.0940488 -4.95788e-05 -0.0151177 0.0135501 -0.0364177
|
||||
2.76 0.262793 0.132789 0.000648116 -0.0213553 0.0434293 -0.051849
|
||||
2.77 0.422912 0.160307 0.00130454 -0.0257895 0.0701088 -0.062983
|
||||
2.78 0.55358 0.174968 0.00187924 -0.0281577 0.0919614 -0.0691646
|
||||
2.79 0.647295 0.176271 0.00233774 -0.0283794 0.107745 -0.0701694
|
||||
2.8 0.699436 0.164843 0.00265423 -0.0265555 0.116688 -0.0662144
|
||||
2.81 0.708551 0.142345 0.00281334 -0.0229527 0.11854 -0.0579284
|
||||
2.82 0.676373 0.111305 0.00281114 -0.0179766 0.113572 -0.0462882
|
||||
2.83 0.607578 0.074885 0.00265502 -0.0121349 0.102538 -0.0325242
|
||||
2.84 0.509317 0.0366144 0.00236274 -0.00599373 0.086602 -0.0180064
|
||||
2.85 0.390569 8.3972e-05 0.00196072 -0.000129887 0.0672295 -0.00411995
|
||||
2.86 0.261386 -0.0313645 0.00148186 0.00491992 0.0460655 0.00785852
|
||||
2.87 0.132092 -0.054937 0.000963084 0.00870673 0.0248028 0.0168725
|
||||
2.88 0.0124863 -0.0686427 0.000442722 0.0109105 0.00505313 0.0221756
|
||||
2.89 -0.0888681 -0.0714749 -4.21523e-05 0.0113692 -0.011772 0.0233926
|
||||
2.9 -0.165261 -0.0634955 -0.000458278 0.0100929 -0.0245615 0.020546
|
||||
2.91 -0.21229 -0.0458113 -0.000778574 0.00725918 -0.03258 0.0140467
|
||||
2.92 -0.228135 -0.0204461 -0.000984115 0.00319327 -0.0355146 0.00465052
|
||||
2.93 -0.213626 0.00987311 -0.00106553 -0.00166678 -0.0334865 -0.00661621
|
||||
2.94 -0.172105 0.0419871 -0.00102363 -0.00681365 -0.0270291 -0.0185537
|
||||
2.95 -0.109076 0.0726021 -0.000869199 -0.0117186 -0.0170326 -0.0299004
|
||||
2.96 -0.0316915 0.0985846 -0.00062189 -0.0158786 -0.00465959 -0.0394483
|
||||
2.97 0.0518837 0.117231 -0.000308426 -0.0188598 0.00875811 -0.0461524
|
||||
2.98 0.133176 0.126492 3.97412e-05 -0.0203338 0.0218348 -0.0492248
|
||||
2.99 0.204104 0.125149 0.000389031 -0.0201045 0.0332455 -0.0482036
|
||||
3 0.257617 0.11291 0.000706361 -0.0181255 0.0418313 -0.0429933
|
||||
3.01 0.288228 0.0904463 0.000961617 -0.0145046 0.0466872 -0.0338721
|
||||
3.02 0.292409 0.0593384 0.00112982 -0.00949566 0.0472274 -0.0214648
|
||||
3.03 0.268818 0.0219415 0.0011929 -0.00347707 0.0432234 -0.00668736
|
||||
3.04 0.218358 -0.0188209 0.00114102 0.00308136 0.0348153 0.00933551
|
||||
3.05 0.144072 -0.0597208 0.000973325 0.00966088 0.0224947 0.025369
|
||||
3.06 0.0508765 -0.0975188 0.00069809 0.0157409 0.0070627 0.040176
|
||||
3.07 -0.0548393 -0.129256 0.000332187 0.0208458 -0.0104357 0.0526237
|
||||
3.08 -0.165722 -0.152511 -0.000100143 0.0245869 -0.0287941 0.06178
|
||||
3.09 -0.274032 -0.165606 -0.000569124 0.0266944 -0.0467395 0.0669909
|
||||
3.1 -0.372238 -0.167728 -0.00104176 0.0270381 -0.0630298 0.0679331
|
||||
3.11 -0.453587 -0.158982 -0.00148439 0.0256346 -0.0765481 0.0646365
|
||||
3.12 -0.512598 -0.140354 -0.00186527 0.0226426 -0.0863837 0.0574763
|
||||
3.13 -0.545435 -0.113611 -0.00215692 0.0183459 -0.0918953 0.0471348
|
||||
3.14 -0.550147 -0.0811401 -0.00233809 0.0131276 -0.09275 0.0345371
|
||||
3.15 -0.526749 -0.0457343 -0.00239518 0.00743639 -0.088939 0.020767
|
||||
3.16 -0.477157 -0.0103559 -0.00232309 0.00174807 -0.0807671 0.00697026
|
||||
3.17 -0.404985 0.0221204 -0.00212549 -0.00347553 -0.068821 -0.0057458
|
||||
3.18 -0.315237 0.0491552 -0.00181453 -0.00782637 -0.0539188 -0.0164073
|
||||
3.19 -0.213903 0.0687648 -0.00140991 -0.0109856 -0.0370448 -0.0242555
|
||||
3.2 -0.107508 0.0796897 -0.000937524 -0.0127506 -0.0192753 -0.0288081
|
||||
3.21 -0.00263684 0.0814957 -0.000427612 -0.0130514 -0.00170036 -0.0298948
|
||||
3.22 0.0945355 0.0745951 8.74301e-05 -0.0119542 0.0146534 -0.0276647
|
||||
3.23 0.178663 0.0601881 0.000575406 -0.00965169 0.0288927 -0.0225656
|
||||
3.24 0.245576 0.0401317 0.00100667 -0.00644191 0.0403156 -0.0152967
|
||||
3.25 0.292528 0.0167519 0.00135626 -0.00269839 0.0484531 -0.00673988
|
||||
3.26 0.318324 -0.00737908 0.00160562 0.00116593 0.0530916 0.00212401
|
||||
3.27 0.323325 -0.0296803 0.00174379 0.00473675 0.0542746 0.0103063
|
||||
3.28 0.309333 -0.047792 0.00176798 0.00763532 0.052285 0.016901
|
||||
3.29 0.279376 -0.0597812 0.0016835 0.00955136 0.0476107 0.0211665
|
||||
3.3 0.237415 -0.064307 0.00150316 0.0102697 0.0408967 0.0225916
|
||||
3.31 0.187995 -0.0607348 0.00124609 0.00968853 0.0328884 0.0209393
|
||||
3.32 0.135882 -0.0491895 0.000936255 0.0078279 0.0243717 0.0162664
|
||||
3.33 0.0857007 -0.0305426 0.00060057 0.00482782 0.0161128 0.00891573
|
||||
3.34 0.0415967 -0.00633324 0.000266907 0.000935528 0.00880261 -0.000516305
|
||||
3.35 0.00695642 0.0213718 -3.79955e-05 -0.00351698 0.00300926 -0.0112352
|
||||
3.36 -0.0158121 0.0501671 -0.000290528 -0.00814329 -0.000858667 -0.0223205
|
||||
3.37 -0.0254171 0.0775288 -0.000471964 -0.012538 -0.00257608 -0.0328083
|
||||
3.38 -0.0217335 0.101044 -0.00056984 -0.0163134 -0.00211066 -0.041777
|
||||
3.39 -0.00576361 0.118625 -0.000578819 -0.0191344 0.000382521 -0.0484286
|
||||
3.4 0.0204856 0.128695 -0.000500985 -0.0207477 0.00458056 -0.0521576
|
||||
3.41 0.0541974 0.130318 -0.000345535 -0.0210029 0.0100242 -0.0526034
|
||||
3.42 0.0919926 0.123268 -0.000127918 -0.0198644 0.0161582 -0.0496795
|
||||
3.43 0.130207 0.108047 0.000131479 -0.0174124 0.0223774 -0.0435792
|
||||
3.44 0.165178 0.0858232 0.000408991 -0.013835 0.0280738 -0.0347563
|
||||
3.45 0.193515 0.0583306 0.000679533 -0.00941068 0.0326823 -0.0238839
|
||||
3.46 0.212337 0.0277132 0.000918509 -0.0044839 0.03572 -0.0117939
|
||||
3.47 0.219467 -0.00365955 0.00110368 0.000564666 0.0368198 0.000595923
|
||||
3.48 0.21357 -0.0333966 0.0012168 0.00535082 0.0357533 0.0123613
|
||||
3.49 0.194224 -0.0592893 0.00124506 0.00951964 0.0324445 0.0226504
|
||||
3.5 0.16194 -0.0794994 0.00118198 0.0127757 0.0269729 0.0307553
|
||||
3.51 0.118108 -0.0927129 0.00102799 0.0149077 0.0195657 0.0361694
|
||||
3.52 0.0648933 -0.0982451 0.000790429 0.0158056 0.010581 0.0386262
|
||||
3.53 0.00507838 -0.0960881 0.00048295 0.0154679 0.000481947 0.0381172
|
||||
3.54 -0.0581285 -0.086895 0.000124556 0.0139994 -0.0101952 0.0348862
|
||||
3.55 -0.121311 -0.0719054 -0.000261855 0.0115991 -0.0208773 0.0294016
|
||||
3.56 -0.181065 -0.0528199 -0.000651202 0.00854017 -0.0309916 0.0223101
|
||||
3.57 -0.234218 -0.031637 -0.00101807 0.00514343 -0.0400022 0.0143747
|
||||
3.58 -0.278015 -0.0104684 -0.00133855 0.00174799 -0.0474421 0.00640462
|
||||
3.59 -0.310273 0.00865035 -0.00159194 -0.00131933 -0.0529402 -0.000818442
|
||||
3.6 -0.329503 0.0239381 -0.00176216 -0.00377249 -0.0562409 -0.00660979
|
||||
3.61 -0.334972 0.0340205 -0.00183887 -0.00539082 -0.057216 -0.0104414
|
||||
3.62 -0.326724 0.0380452 -0.00181811 -0.0060374 -0.0558691 -0.0119866
|
||||
3.63 -0.30556 0.03575 -0.00170252 -0.00567009 -0.0523317 -0.011146
|
||||
3.64 -0.27297 0.0274787 -0.00150112 -0.00434402 -0.0468523 -0.00805258
|
||||
3.65 -0.231024 0.0141428 -0.00122854 -0.00220554 -0.0397785 -0.00305623
|
||||
3.66 -0.182237 -0.00286746 -0.000903985 0.000522156 -0.031534 0.00331158
|
||||
3.67 -0.129408 -0.0218154 -0.000549732 0.00356017 -0.0225913 0.0103883
|
||||
3.68 -0.0754435 -0.0407803 -0.000189508 0.00660011 -0.0134419 0.0174422
|
||||
3.69 -0.0231827 -0.0578361 0.000153264 0.00933267 -0.00456648 0.0237397
|
||||
3.7 0.0247727 -0.0712267 0.000457155 0.0114759 0.00359421 0.0286121
|
||||
3.71 0.0662059 -0.0795249 0.000704238 0.0128008 0.0106643 0.0315157
|
||||
3.72 0.0994059 -0.0817575 0.000881294 0.013151 0.0163533 0.0320802
|
||||
3.73 0.123254 -0.0774886 0.000980644 0.0124568 0.0204714 0.0301413
|
||||
3.74 0.137272 -0.0668537 0.00100055 0.0107402 0.0229368 0.0257544
|
||||
3.75 0.141629 -0.0505438 0.000945193 0.00811211 0.0237777 0.0191895
|
||||
3.76 0.137116 -0.0297414 0.000824193 0.00476272 0.0231272 0.0109059
|
||||
3.77 0.125074 -0.00601574 0.000651782 0.000944124 0.0212113 0.00151209
|
||||
3.78 0.107297 0.0188153 0.000445632 -0.00305158 0.0183321 -0.00828847
|
||||
3.79 0.0859014 0.0428425 0.000225452 -0.00691766 0.0148456 -0.0177583
|
||||
3.8 0.063178 0.0642303 1.14507e-05 -0.0103592 0.0111367 -0.0261895
|
||||
3.81 0.0414317 0.0813739 -0.000177224 -0.0131182 0.00759148 -0.0329642
|
||||
3.82 0.0228177 0.0930356 -0.000323952 -0.014996 0.00457024 -0.0376059
|
||||
3.83 0.00918942 0.0984466 -0.000415894 -0.0158689 0.00238126 -0.0398184
|
||||
3.84 0.00196449 0.0973672 -0.000444934 -0.0156984 0.00125885 -0.0395081
|
||||
3.85 0.00202186 0.090098 -0.000408249 -0.0145327 0.00134609 -0.0367884
|
||||
3.86 0.00963453 0.0774434 -0.000308454 -0.0125011 0.00268397 -0.0319662
|
||||
3.87 0.0244441 0.0606322 -0.000153339 -0.00980086 0.00520751 -0.0255118
|
||||
3.88 0.0454785 0.041201 4.47932e-05 -0.00667887 0.00874925 -0.0180151
|
||||
3.89 0.0712123 0.0208551 0.000270101 -0.00340903 0.0130498 -0.0101319
|
||||
3.9 0.0996661 0.00131662 0.000504441 -0.000267969 0.0177751 -0.00252548
|
||||
3.91 0.12854 -0.0158247 0.000728752 0.00248893 0.0225389 0.00419069
|
||||
3.92 0.155373 -0.0292464 0.000924498 0.00464921 0.0269301 0.00950583
|
||||
3.93 0.177719 -0.0380028 0.00107506 0.00606089 0.0305417 0.013054
|
||||
3.94 0.193324 -0.0415995 0.00116701 0.00664447 0.0330012 0.0146427
|
||||
3.95 0.200303 -0.0400276 0.00119107 0.0063984 0.0339993 0.0142659
|
||||
3.96 0.197285 -0.0337543 0.00114285 0.00539763 0.0333141 0.0121002
|
||||
3.97 0.183538 -0.0236718 0.00102319 0.00378529 0.0308314 0.00848409
|
||||
3.98 0.15904 -0.0110075 0.00083804 0.00175845 0.0265557 0.0038845
|
||||
3.99 0.124506 0.00279318 0.000598053 -0.000450855 0.020615 -0.00114881
|
||||
4 0.081367 0.0162035 0.000317778 -0.00259751 0.0132552 -0.00603487
|
||||
400
examples/space_frame_3d_results/recorders/node_10_disp.out
Normal file
400
examples/space_frame_3d_results/recorders/node_10_disp.out
Normal file
|
|
@ -0,0 +1,400 @@
|
|||
0.01 2.51434e-05 7.99486e-07 1.52113e-07 -1.84781e-07 7.00409e-06 -2.29927e-06
|
||||
0.02 0.00015248 7.10838e-06 9.28811e-07 -1.55023e-06 4.04148e-05 -1.46264e-05
|
||||
0.03 0.000462228 3.17541e-05 2.70804e-06 -6.45912e-06 0.000112951 -4.59436e-05
|
||||
0.04 0.000989267 9.65384e-05 5.33028e-06 -1.82363e-05 0.000218948 -0.000101461
|
||||
0.05 0.00174157 0.000227351 8.51215e-06 -4.01593e-05 0.000351712 -0.000184209
|
||||
0.06 0.00270846 0.000445428 1.22095e-05 -7.48853e-05 0.000511908 -0.000294737
|
||||
0.07 0.00386286 0.00075832 1.64029e-05 -0.000124086 0.000703506 -0.00043038
|
||||
0.08 0.0051669 0.00115386 2.10095e-05 -0.000187266 0.000926107 -0.000585657
|
||||
0.09 0.00656522 0.00159985 2.58822e-05 -0.000260119 0.00116746 -0.000751566
|
||||
0.1 0.00799056 0.0020506 3.07779e-05 -0.000334425 0.00140926 -0.000917004
|
||||
0.11 0.00936761 0.00245852 3.55091e-05 -0.000400731 0.0016356 -0.00107023
|
||||
0.12 0.0106128 0.00278573 3.99536e-05 -0.000452224 0.00183557 -0.00119987
|
||||
0.13 0.0116379 0.00301037 4.38603e-05 -0.000486601 0.00200053 -0.00129601
|
||||
0.14 0.0123533 0.00312518 4.68248e-05 -0.000504512 0.00211812 -0.00135036
|
||||
0.15 0.0126793 0.00313116 4.84041e-05 -0.000506487 0.00217262 -0.00135692
|
||||
0.16 0.0125623 0.00303109 4.82555e-05 -0.000491553 0.00215098 -0.00131277
|
||||
0.17 0.0119851 0.00282682 4.62842e-05 -0.000458482 0.00204882 -0.00121859
|
||||
0.18 0.01097 0.00252046 4.26431e-05 -0.000407729 0.00187215 -0.00107887
|
||||
0.19 0.00957102 0.00211785 3.7602e-05 -0.000341767 0.0016332 -0.000901228
|
||||
0.2 0.00786177 0.0016322 3.14591e-05 -0.000263845 0.00134527 -0.000695498
|
||||
0.21 0.00592558 0.00108678 2.44942e-05 -0.000177137 0.00102041 -0.000472952
|
||||
0.22 0.00384888 0.000515267 1.69473e-05 -8.55226e-05 0.00067039 -0.000245534
|
||||
0.23 0.00171941 -4.15517e-05 9.04618e-06 5.15581e-06 0.000308903 -2.52158e-05
|
||||
0.24 -0.000375005 -0.000542853 1.0343e-06 8.74614e-05 -4.81465e-05 0.000176923
|
||||
0.25 -0.00234847 -0.000956566 -6.81422e-06 0.000154822 -0.000384512 0.000351729
|
||||
0.26 -0.00412078 -0.00126586 -1.41801e-05 0.000204146 -0.000686096 0.000492776
|
||||
0.27 -0.00562311 -0.00147023 -2.07225e-05 0.000236323 -0.000942434 0.000596782
|
||||
0.28 -0.00680395 -0.00158129 -2.61374e-05 0.000254366 -0.00114651 0.000663526
|
||||
0.29 -0.00763497 -0.00161606 -3.0209e-05 0.0002611 -0.0012941 0.000695561
|
||||
0.3 -0.00811507 -0.00159168 -3.2845e-05 0.000258347 -0.00138398 0.000697854
|
||||
0.31 -0.0082709 -0.00152318 -3.409e-05 0.000247699 -0.00141887 0.000677346
|
||||
0.32 -0.00815299 -0.00142409 -3.41109e-05 0.000231469 -0.00140631 0.000642331
|
||||
0.33 -0.00782757 -0.00130827 -3.31624e-05 0.000212686 -0.00135779 0.000601578
|
||||
0.34 -0.00736602 -0.00119144 -3.15339e-05 0.000194353 -0.00128622 0.000563337
|
||||
0.35 -0.00683556 -0.00109144 -2.94837e-05 0.000179006 -0.00120311 0.000534488
|
||||
0.36 -0.00629351 -0.00102669 -2.72002e-05 0.000168919 -0.00111711 0.000519942
|
||||
0.37 -0.00578576 -0.00101272 -2.48128e-05 0.000166349 -0.00103459 0.000522328
|
||||
0.38 -0.00534776 -0.00105768 -2.2437e-05 0.000173023 -0.000960981 0.000541838
|
||||
0.39 -0.00500508 -0.0011586 -2.02148e-05 0.000189027 -0.000901238 0.000576196
|
||||
0.4 -0.00477233 -0.00130058 -1.83107e-05 0.000212064 -0.000858913 0.000620825
|
||||
0.41 -0.00465051 -0.00145949 -1.68645e-05 0.000237862 -0.000834622 0.000669271
|
||||
0.42 -0.00462477 -0.00160747 -1.59381e-05 0.00026152 -0.000825412 0.000713904
|
||||
0.43 -0.00466414 -0.0017187 -1.54918e-05 0.000278864 -0.000825464 0.000746741
|
||||
0.44 -0.0047239 -0.00177338 -1.53952e-05 0.000287041 -0.000827405 0.000760262
|
||||
0.45 -0.00475038 -0.00175914 -1.54539e-05 0.000284346 -0.000823221 0.000748105
|
||||
0.46 -0.0046875 -0.00167009 -1.54378e-05 0.000269822 -0.000804582 0.000705634
|
||||
0.47 -0.00448408 -0.00150495 -1.51089e-05 0.000243052 -0.000763273 0.000630423
|
||||
0.48 -0.00410075 -0.00126548 -1.42582e-05 0.000204177 -0.000692318 0.000522582
|
||||
0.49 -0.00351473 -0.000956015 -1.27428e-05 0.000153959 -0.000587469 0.000384881
|
||||
0.5 -0.00272156 -0.000584264 -1.05037e-05 9.37945e-05 -0.0004481 0.000222592
|
||||
0.51 -0.00173359 -0.000162845 -7.55325e-06 2.578e-05 -0.00027688 4.30582e-05
|
||||
0.52 -0.000576859 0.000289485 -3.94113e-06 -4.71492e-05 -7.86235e-05 -0.000144904
|
||||
0.53 0.000712122 0.000748025 2.71581e-07 -0.000121144 0.000140688 -0.000331694
|
||||
0.54 0.00208826 0.0011843 5.01071e-06 -0.000191661 0.000374071 -0.00050764
|
||||
0.55 0.00349888 0.00156991 1.01644e-05 -0.000254061 0.000613152 -0.000663716
|
||||
0.56 0.00488488 0.00188094 1.55588e-05 -0.000304386 0.000848028 -0.000792245
|
||||
0.57 0.00618327 0.00210143 2.09548e-05 -0.000340024 0.00106785 -0.000887495
|
||||
0.58 0.00733135 0.002225 2.60686e-05 -0.000359981 0.00126197 -0.000946117
|
||||
0.59 0.00827202 0.00225419 3.06067e-05 -0.000364747 0.00142101 -0.000967328
|
||||
0.6 0.00895917 0.00219826 3.43008e-05 -0.00035587 0.00153762 -0.000952865
|
||||
0.61 0.00936206 0.00207049 3.69371e-05 -0.000335481 0.00160679 -0.000906743
|
||||
0.62 0.00946788 0.00188595 3.8377e-05 -0.000305949 0.00162619 -0.000834845
|
||||
0.63 0.00928205 0.00166041 3.85663e-05 -0.000269753 0.00159637 -0.000744395
|
||||
0.64 0.00882622 0.00141024 3.75303e-05 -0.000229503 0.00152072 -0.000643315
|
||||
0.65 0.00813469 0.00115254 3.53565e-05 -0.000187978 0.00140498 -0.000539522
|
||||
0.66 0.00725029 0.000904907 3.21729e-05 -0.000148043 0.00125637 -0.000440235
|
||||
0.67 0.00622073 0.000684216 2.8133e-05 -0.000112414 0.00108288 -0.000351387
|
||||
0.68 0.00509593 0.00050452 2.34121e-05 -8.33241e-05 0.000892662 -0.000277174
|
||||
0.69 0.00392616 0.000374696 1.82114e-05 -6.21804e-05 0.000693952 -0.000219799
|
||||
0.7 0.0027603 0.00029661 1.27617e-05 -4.9306e-05 0.000494876 -0.000179379
|
||||
0.71 0.00164368 0.000264543 7.31612e-06 -4.38338e-05 0.000303142 -0.000154042
|
||||
0.72 0.000615238 0.0002662 2.13027e-06 -4.38175e-05 0.000125471 -0.000140189
|
||||
0.73 -0.000295498 0.000285061 -2.5657e-06 -4.65773e-05 -3.30275e-05 -0.000132929
|
||||
0.74 -0.00107079 0.000303382 -6.59501e-06 -4.92069e-05 -0.000169282 -0.000126639
|
||||
0.75 -0.00170575 0.000304966 -9.85302e-06 -4.90779e-05 -0.000282374 -0.000115576
|
||||
0.76 -0.00220761 0.000277004 -1.23117e-05 -4.41667e-05 -0.000373339 -9.4492e-05
|
||||
0.77 -0.0025934 0.000210757 -1.40104e-05 -3.31358e-05 -0.000444765 -5.91779e-05
|
||||
0.78 -0.00288654 0.000101387 -1.50381e-05 -1.52476e-05 -0.000500293 -6.90924e-06
|
||||
0.79 -0.00311317 -5.25035e-05 -1.55136e-05 9.73572e-06 -0.000544087 6.32431e-05
|
||||
0.8 -0.00329892 -0.000249083 -1.55698e-05 4.15585e-05 -0.000580327 0.000150261
|
||||
0.81 -0.0034666 -0.000483068 -1.53434e-05 7.93895e-05 -0.000612782 0.00025121
|
||||
0.82 -0.00363486 -0.00074528 -1.49696e-05 0.000121735 -0.000644526 0.000361453
|
||||
0.83 -0.00381749 -0.00102241 -1.45797e-05 0.000166431 -0.000677805 0.000475027
|
||||
0.84 -0.004023 -0.00129746 -1.42969e-05 0.000210744 -0.000713997 0.00058514
|
||||
0.85 -0.00425417 -0.00155109 -1.42281e-05 0.000251589 -0.000753577 0.000684737
|
||||
0.86 -0.00450734 -0.00176373 -1.44518e-05 0.000285837 -0.000796025 0.000767089
|
||||
0.87 -0.004772 -0.0019181 -1.50024e-05 0.000310698 -0.000839707 0.000826354
|
||||
0.88 -0.00503091 -0.00200148 -1.58592e-05 0.000324093 -0.00088185 0.000858077
|
||||
0.89 -0.00526128 -0.00200714 -1.69434e-05 0.000324928 -0.000918708 0.000859565
|
||||
0.9 -0.00543691 -0.00193471 -1.81271e-05 0.000313161 -0.000945951 0.000830119
|
||||
0.91 -0.00553111 -0.00178957 -1.92526e-05 0.00028969 -0.000959182 0.00077109
|
||||
0.92 -0.00551973 -0.00158151 -2.01539e-05 0.000256113 -0.00095445 0.000685758
|
||||
0.93 -0.00538364 -0.00132344 -2.06759e-05 0.000214495 -0.000928643 0.000579063
|
||||
0.94 -0.00511045 -0.0010302 -2.06871e-05 0.0001672 -0.000879726 0.000457195
|
||||
0.95 -0.00469514 -0.000717826 -2.0086e-05 0.000116791 -0.000806858 0.000327102
|
||||
0.96 -0.00413999 -0.000402937 -1.88035e-05 6.59443e-05 -0.000710398 0.000195934
|
||||
0.97 -0.00345409 -0.000101994 -1.6805e-05 1.73194e-05 -0.000591865 7.04796e-05
|
||||
0.98 -0.00265265 0.00016969 -1.4092e-05 -2.66151e-05 -0.000453832 -4.33457e-05
|
||||
0.99 -0.00175646 0.000399277 -1.07057e-05 -6.37967e-05 -0.000299815 -0.00014093
|
||||
1 -0.000791324 0.000577812 -6.73047e-06 -9.27853e-05 -0.000134156 -0.000219267
|
||||
1.01 0.000212734 0.000701349 -2.2953e-06 -0.000112937 3.81044e-05 -0.000277106
|
||||
1.02 0.00122263 0.000771447 2.42859e-06 -0.000124486 0.000211401 -0.000314957
|
||||
1.03 0.00220395 0.000794813 7.23768e-06 -0.000128502 0.000379918 -0.000334933
|
||||
1.04 0.00312314 0.000782135 1.19125e-05 -0.000126706 0.000537951 -0.00034047
|
||||
1.05 0.00394979 0.000746392 1.62377e-05 -0.000121193 0.000680312 -0.000335924
|
||||
1.06 0.00465856 0.000701048 2.00215e-05 -0.00011413 0.000802675 -0.000326108
|
||||
1.07 0.00523057 0.00065852 2.31093e-05 -0.000107505 0.000901801 -0.000315791
|
||||
1.08 0.00565388 0.000629121 2.53916e-05 -0.000102961 0.000975614 -0.000309228
|
||||
1.09 0.00592333 0.000620492 2.68052e-05 -0.000101712 0.00102317 -0.000309744
|
||||
1.1 0.00603992 0.000637346 2.73312e-05 -0.000104511 0.00104456 -0.000319421
|
||||
1.11 0.00601007 0.00068134 2.69925e-05 -0.000111628 0.00104081 -0.0003389
|
||||
1.12 0.00584488 0.000750938 2.58506e-05 -0.000122821 0.00101374 -0.000367329
|
||||
1.13 0.0055595 0.000841312 2.40033e-05 -0.000137318 0.000965901 -0.00040245
|
||||
1.14 0.00517246 0.000944408 2.15814e-05 -0.000153828 0.000900416 -0.000440821
|
||||
1.15 0.00470489 0.00104937 1.8742e-05 -0.00017061 0.000820854 -0.000478147
|
||||
1.16 0.00417939 0.00114346 1.5659e-05 -0.000185618 0.000731036 -0.000509699
|
||||
1.17 0.00361862 0.00121338 1.25099e-05 -0.000196717 0.000634812 -0.000530761
|
||||
1.18 0.00304379 0.00124687 9.46015e-06 -0.000201938 0.000535803 -0.000537088
|
||||
1.19 0.00247329 0.00123424 6.64892e-06 -0.000199724 0.000437161 -0.000525318
|
||||
1.2 0.00192166 0.00116956 4.17816e-06 -0.00018912 0.000341397 -0.000493309
|
||||
1.21 0.00139911 0.0010512 2.10714e-06 -0.000169873 0.000250293 -0.000440374
|
||||
1.22 0.000911645 0.00088193 4.52883e-07 -0.000142432 0.000164911 -0.000367381
|
||||
1.23 0.000461469 0.00066835 -8.05003e-07 -0.000107872 8.56809e-05 -0.000276725
|
||||
1.24 4.76923e-05 0.000420196 -1.71718e-06 -6.77612e-05 1.25041e-05 -0.000172162
|
||||
1.25 -0.000333022 0.000149466 -2.35715e-06 -2.40292e-05 -5.51292e-05 -5.85333e-05
|
||||
1.26 -0.000685875 -0.000130389 -2.81457e-06 2.11653e-05 -0.000118046 5.86049e-05
|
||||
1.27 -0.00101741 -0.000405262 -3.18896e-06 6.55567e-05 -0.000177305 0.00017341
|
||||
1.28 -0.00133492 -0.000661196 -3.58307e-06 0.000106902 -0.000234093 0.000280201
|
||||
1.29 -0.00164576 -0.000885299 -4.09491e-06 0.000143124 -0.000289604 0.000373891
|
||||
1.3 -0.00195644 -0.00106673 -4.80845e-06 0.000172476 -0.000344885 0.000450362
|
||||
1.31 -0.00227162 -0.00119766 -5.78394e-06 0.000193697 -0.000400669 0.000506758
|
||||
1.32 -0.00259324 -0.00127409 -7.04958e-06 0.000206137 -0.000457227 0.000541664
|
||||
1.33 -0.00291978 -0.00129621 -8.59626e-06 0.000209825 -0.000514255 0.000555162
|
||||
1.34 -0.00324609 -0.00126832 -1.03768e-05 0.000205451 -0.000570843 0.000548765
|
||||
1.35 -0.00356354 -0.00119825 -1.23098e-05 0.000194271 -0.000625498 0.000525229
|
||||
1.36 -0.00386061 -0.00109635 -1.42875e-05 0.00017795 -0.000676251 0.000488269
|
||||
1.37 -0.00412377 -0.000974268 -1.6186e-05 0.000158362 -0.000720802 0.000442202
|
||||
1.38 -0.00433839 -0.000843794 -1.78756e-05 0.0001374 -0.000756676 0.000391549
|
||||
1.39 -0.00448969 -0.000715806 -1.92307e-05 0.000116812 -0.000781392 0.000340639
|
||||
1.4 -0.00456361 -0.000599497 -2.01379e-05 9.80703e-05 -0.000792605 0.000293232
|
||||
1.41 -0.00454764 -0.000501829 -2.05023e-05 8.22918e-05 -0.000788245 0.00025222
|
||||
1.42 -0.00443164 -0.00042717 -2.02535e-05 7.0179e-05 -0.000766662 0.000219408
|
||||
1.43 -0.00420877 -0.000377068 -1.9351e-05 6.19848e-05 -0.000726765 0.000195405
|
||||
1.44 -0.0038763 -0.000350173 -1.77889e-05 5.74974e-05 -0.000668167 0.000179623
|
||||
1.45 -0.00343632 -0.000342328 -1.55989e-05 5.60545e-05 -0.000591303 0.000170397
|
||||
1.46 -0.00289622 -0.000346931 -1.28506e-05 5.65988e-05 -0.000497497 0.000165194
|
||||
1.47 -0.00226869 -0.000355569 -9.64903e-06 5.77822e-05 -0.000388961 0.000160906
|
||||
1.48 -0.0015713 -0.000358939 -6.12734e-06 5.81128e-05 -0.000268721 0.000154192
|
||||
1.49 -0.000825651 -0.00034793 -2.43765e-06 5.6129e-05 -0.000140464 0.000141834
|
||||
1.5 -5.61732e-05 -0.000314715 1.26031e-06 5.05758e-05 -8.34539e-06 0.000121084
|
||||
1.51 0.000711223 -0.000253689 4.81052e-06 4.05557e-05 0.000123248 8.99606e-05
|
||||
1.52 0.00145054 -0.000162106 8.07066e-06 2.56307e-05 0.000249926 4.74764e-05
|
||||
1.53 0.00213705 -4.03473e-05 1.092e-05 5.86735e-06 0.000367524 -6.2309e-06
|
||||
1.54 0.00274845 0.000108152 1.32651e-05 -1.81777e-05 0.000472304 -6.98674e-05
|
||||
1.55 0.00326603 0.000277265 1.50429e-05 -4.55156e-05 0.000561134 -0.00014106
|
||||
1.56 0.00367554 0.000458708 1.62235e-05 -7.48137e-05 0.000631638 -0.000216529
|
||||
1.57 0.00396801 0.000642691 1.68097e-05 -0.000104499 0.000682329 -0.000292351
|
||||
1.58 0.00414024 0.000818616 1.6837e-05 -0.000132868 0.00071268 -0.000364266
|
||||
1.59 0.00419495 0.000975832 1.63703e-05 -0.000158212 0.000723157 -0.00042803
|
||||
1.6 0.00414057 0.00110442 1.54992e-05 -0.000178935 0.000715173 -0.000479762
|
||||
1.61 0.00399053 0.00119598 1.43305e-05 -0.000193687 0.000690966 -0.000516259
|
||||
1.62 0.00376214 0.00124439 1.29792e-05 -0.000201483 0.000653417 -0.000535255
|
||||
1.63 0.0034752 0.00124638 1.15585e-05 -0.000201798 0.000605815 -0.000535605
|
||||
1.64 0.00315044 0.00120192 1.01705e-05 -0.000194624 0.000551592 -0.000517368
|
||||
1.65 0.00280798 0.00111421 8.89856e-06 -0.000180478 0.000494081 -0.000481794
|
||||
1.66 0.00246596 0.000989381 7.80193e-06 -0.000160346 0.000436275 -0.000431212
|
||||
1.67 0.00213934 0.000835906 6.91309e-06 -0.000135591 0.000380648 -0.00036883
|
||||
1.68 0.0018391 0.000663764 6.23756e-06 -0.000107821 0.000329013 -0.000298471
|
||||
1.69 0.00157165 0.000483552 5.75564e-06 -7.87378e-05 0.000282429 -0.000224256
|
||||
1.7 0.00133863 0.000305606 5.42552e-06 -5.00052e-05 0.000241172 -0.000150277
|
||||
1.71 0.00113696 0.000139238 5.18754e-06 -2.31199e-05 0.000204751 -8.02807e-05
|
||||
1.72 0.000959326 -7.88865e-06 4.9694e-06 6.8576e-07 0.000171987 -1.73876e-05
|
||||
1.73 0.000795004 -0.000130222 4.69234e-06 2.05178e-05 0.000141146 3.61225e-05
|
||||
1.74 0.000630966 -0.000224625 4.2782e-06 3.58693e-05 0.000110131 7.89488e-05
|
||||
1.75 0.000453301 -0.000290514 3.65698e-06 4.66424e-05 7.67094e-05 0.000110817
|
||||
1.76 0.000248743 -0.000329813 2.77411e-06 5.31423e-05 3.87676e-05 0.000132433
|
||||
1.77 6.18974e-06 -0.000346707 1.59672e-06 5.60373e-05 -5.44233e-06 0.000145359
|
||||
1.78 -0.000281963 -0.000347176 1.17915e-07 5.62853e-05 -5.70843e-05 0.000151806
|
||||
1.79 -0.000618803 -0.000338345 -1.64144e-06 5.50284e-05 -0.000116575 0.000154381
|
||||
1.8 -0.00100229 -0.000327698 -3.63362e-06 5.34669e-05 -0.000183485 0.000155807
|
||||
1.81 -0.00142507 -0.000322251 -5.78726e-06 5.27263e-05 -0.000256519 0.000158636
|
||||
1.82 -0.00187477 -0.000327795 -8.01241e-06 5.37351e-05 -0.000333558 0.000164987
|
||||
1.83 -0.00233462 -0.000348294 -1.02067e-05 5.71286e-05 -0.000411775 0.000176333
|
||||
1.84 -0.00278446 -0.000385516 -1.22621e-05 6.31886e-05 -0.000487799 0.00019335
|
||||
1.85 -0.00320202 -0.0004389 -1.40717e-05 7.1823e-05 -0.000557926 0.000215844
|
||||
1.86 -0.00356439 -0.000505659 -1.55366e-05 8.25832e-05 -0.000618369 0.000242768
|
||||
1.87 -0.00384964 -0.000581076 -1.65721e-05 9.47112e-05 -0.000665517 0.000272309
|
||||
1.88 -0.00403845 -0.000658947 -1.71141e-05 0.00010721 -0.000696208 0.000302062
|
||||
1.89 -0.00411563 -0.000732116 -1.7123e-05 0.000118933 -0.000707975 0.000329243
|
||||
1.9 -0.00407143 -0.000793091 -1.65881e-05 0.000128677 -0.000699257 0.000350954
|
||||
1.91 -0.00390244 -0.000834693 -1.55283e-05 0.00013529 -0.000669546 0.000364453
|
||||
1.92 -0.00361201 -0.000850703 -1.39909e-05 0.000137776 -0.000619458 0.000367408
|
||||
1.93 -0.00321024 -0.000836465 -1.20492e-05 0.000135387 -0.00055072 0.000358127
|
||||
1.94 -0.00271338 -0.000789377 -9.79623e-06 0.000127706 -0.000466071 0.000335722
|
||||
1.95 -0.00214278 -0.000709209 -7.33882e-06 0.000114698 -0.000369088 0.000300213
|
||||
1.96 -0.00152355 -0.000598206 -4.78996e-06 9.67264e-05 -0.000263962 0.000252548
|
||||
1.97 -0.000882896 -0.000460942 -2.26167e-06 7.45279e-05 -0.000155225 0.000194545
|
||||
1.98 -0.000248432 -0.000303961 1.41798e-07 4.91567e-05 -4.74649e-05 0.000128765
|
||||
1.99 0.000353604 -0.000135224 2.32979e-06 2.18944e-05 5.49581e-05 5.83173e-05
|
||||
2 0.000899959 3.6547e-05 4.23005e-06 -5.85513e-06 0.000148183 -1.33769e-05
|
||||
2.01 0.0013718 0.000202562 5.79229e-06 -3.26778e-05 0.000229078 -8.28457e-05
|
||||
2.02 0.0017558 0.00035463 6.99033e-06 -5.7256e-05 0.000295423 -0.000146828
|
||||
2.03 0.00204485 0.000485747 7.82277e-06 -7.84627e-05 0.000346022 -0.000202514
|
||||
2.04 0.00223833 0.000590562 8.31182e-06 -9.54367e-05 0.000380742 -0.000247744
|
||||
2.05 0.00234179 0.000665718 8.50042e-06 -0.000107637 0.00040047 -0.000281151
|
||||
2.06 0.00236623 0.000710031 8.44767e-06 -0.000114871 0.000406986 -0.000302231
|
||||
2.07 0.00232696 0.000724514 8.22307e-06 -0.000117299 0.000402776 -0.000311345
|
||||
2.08 0.00224209 0.000712216 7.90001e-06 -0.000115409 0.000390786 -0.000309642
|
||||
2.09 0.0021309 0.000677903 7.54924e-06 -0.000109966 0.000374152 -0.000298923
|
||||
2.1 0.00201213 0.000627575 7.23296e-06 -0.000101933 0.000355926 -0.000281453
|
||||
2.11 0.00190242 0.000567878 6.99996e-06 -9.23755e-05 0.000338812 -0.000259739
|
||||
2.12 0.00181495 0.000505464 6.88217e-06 -8.23635e-05 0.000324952 -0.000236296
|
||||
2.13 0.00175841 0.000446364 6.89262e-06 -7.28656e-05 0.000315756 -0.000213422
|
||||
2.14 0.00173637 0.000395452 7.02499e-06 -6.46649e-05 0.000311796 -0.000192995
|
||||
2.15 0.00174703 0.000356043 7.2545e-06 -5.82942e-05 0.000312777 -0.000176325
|
||||
2.16 0.0017835 0.000329665 7.54015e-06 -5.39997e-05 0.00031757 -0.000164053
|
||||
2.17 0.00183443 0.000316011 7.82819e-06 -5.17326e-05 0.000324326 -0.000156124
|
||||
2.18 0.00188505 0.000313058 8.05669e-06 -5.11694e-05 0.000330648 -0.000151821
|
||||
2.19 0.00191857 0.000317336 8.16084e-06 -5.17545e-05 0.000333812 -0.000149863
|
||||
2.2 0.0019177 0.00032431 8.07878e-06 -5.27614e-05 0.000331025 -0.000148552
|
||||
2.21 0.00186632 0.000328847 7.75725e-06 -5.33678e-05 0.000319687 -0.000145965
|
||||
2.22 0.00175099 0.000325733 7.15672e-06 -5.27386e-05 0.000297652 -0.000140159
|
||||
2.23 0.00156233 0.000310199 6.25536e-06 -5.011e-05 0.00026344 -0.000129378
|
||||
2.24 0.00129602 0.000278425 5.05155e-06 -4.48705e-05 0.000216404 -0.000112246
|
||||
2.25 0.000953412 0.00022796 3.56483e-06 -3.66281e-05 0.00015683 -8.79194e-05
|
||||
2.26 0.000541682 0.000158023 1.8351e-06 -2.52595e-05 8.59577e-05 -5.61931e-05
|
||||
2.27 7.35379e-05 6.96547e-05 -7.95733e-08 -1.09337e-05 5.93145e-06 -1.75491e-05
|
||||
2.28 -0.000433518 -3.43154e-05 -2.10641e-06 5.89246e-06 -8.03221e-05 2.68588e-05
|
||||
2.29 -0.000958285 -0.000149467 -4.16235e-06 2.45071e-05 -0.000169275 7.52806e-05
|
||||
2.3 -0.00147726 -0.000270144 -6.15913e-06 4.39997e-05 -0.000257028 0.000125499
|
||||
2.31 -0.00196619 -0.000389917 -8.00875e-06 6.33358e-05 -0.000339567 0.000174999
|
||||
2.32 -0.00240178 -0.000502108 -9.62904e-06 8.14415e-05 -0.000413038 0.000221169
|
||||
2.33 -0.00276324 -0.000600331 -1.09489e-05 9.72899e-05 -0.000474007 0.000261503
|
||||
2.34 -0.00303374 -0.000678987 -1.19128e-05 0.000109981 -0.000519699 0.000293805
|
||||
2.35 -0.0032016 -0.000733703 -1.24846e-05 0.000118812 -0.000548184 0.000316356
|
||||
2.36 -0.00326099 -0.000761651 -1.26495e-05 0.000123329 -0.000558503 0.000328047
|
||||
2.37 -0.00321233 -0.000761758 -1.24145e-05 0.000123357 -0.000550721 0.000328464
|
||||
2.38 -0.00306209 -0.00073477 -1.18079e-05 0.000119018 -0.000525909 0.000317906
|
||||
2.39 -0.00282226 -0.000683177 -1.08764e-05 0.000110712 -0.000486041 0.000297351
|
||||
2.4 -0.00250938 -0.00061099 -9.68163e-06 9.90817e-05 -0.000433843 0.000268366
|
||||
2.41 -0.00214322 -0.000523395 -8.29547e-06 8.49625e-05 -0.000372577 0.000232969
|
||||
2.42 -0.00174539 -0.000426311 -6.79521e-06 6.93056e-05 -0.000305807 0.000193456
|
||||
2.43 -0.00133769 -0.000325884 -5.25821e-06 5.30994e-05 -0.000237138 0.000152217
|
||||
2.44 -0.000940688 -0.000227979 -3.75704e-06 3.72876e-05 -0.000169971 0.000111542
|
||||
2.45 -0.000572263 -0.000137711 -2.35495e-06 2.2693e-05 -0.000107271 7.34429e-05
|
||||
2.46 -0.000246503 -5.90596e-05 -1.10215e-06 9.95666e-06 -5.13867e-05 3.95101e-05
|
||||
2.47 2.71141e-05 5.39201e-06 -3.31512e-08 -5.05074e-07 -3.91223e-06 1.08063e-05
|
||||
2.48 0.000244162 5.45889e-05 8.34785e-07 -8.52107e-06 3.43838e-05 -1.21887e-05
|
||||
2.49 0.000405281 8.89919e-05 1.50183e-06 -1.41636e-05 6.35624e-05 -2.95791e-05
|
||||
2.5 0.000515799 0.000110436 1.98438e-06 -1.77255e-05 8.44521e-05 -4.20025e-05
|
||||
2.51 0.000584971 0.000121875 2.31266e-06 -1.96792e-05 9.85258e-05 -5.05329e-05
|
||||
2.52 0.000624928 0.000127038 2.52719e-06 -2.06218e-05 0.000107729 -5.65459e-05
|
||||
2.53 0.000649412 0.000130027 2.6746e-06 -2.12103e-05 0.000114273 -6.15613e-05
|
||||
2.54 0.00067242 0.000134887 2.80309e-06 -2.20926e-05 0.000120414 -6.70757e-05
|
||||
2.55 0.000706874 0.000145188 2.95796e-06 -2.38408e-05 0.000128236 -7.44015e-05
|
||||
2.56 0.000763405 0.000163654 3.17747e-06 -2.68909e-05 0.000139451 -8.45274e-05
|
||||
2.57 0.000849376 0.000191871 3.48948e-06 -3.14967e-05 0.000155242 -9.80107e-05
|
||||
2.58 0.000968191 0.00023011 3.90896e-06 -3.77007e-05 0.000176145 -0.000114914
|
||||
2.59 0.00111895 0.000277275 4.43656e-06 -4.53261e-05 0.000201997 -0.000134788
|
||||
2.6 0.00129647 0.000330993 5.05824e-06 -5.3991e-05 0.000231938 -0.000156703
|
||||
2.61 0.00149167 0.00038782 5.74618e-06 -6.31416e-05 0.000264474 -0.000179331
|
||||
2.62 0.00169226 0.00044355 6.46068e-06 -7.21025e-05 0.000297589 -0.000201058
|
||||
2.63 0.00188375 0.000493603 7.15312e-06 -8.01375e-05 0.000328911 -0.000220125
|
||||
2.64 0.00205061 0.000533428 7.76969e-06 -8.65164e-05 0.000355897 -0.000234795
|
||||
2.65 0.00217753 0.000558921 8.25555e-06 -9.05803e-05 0.000376048 -0.0002435
|
||||
2.66 0.00225068 0.000566786 8.5593e-06 -9.18006e-05 0.000387108 -0.000244993
|
||||
2.67 0.00225887 0.000554837 8.63711e-06 -8.98272e-05 0.000387259 -0.000238461
|
||||
2.68 0.00219452 0.000522207 8.45633e-06 -8.45216e-05 0.000375273 -0.000223608
|
||||
2.69 0.00205427 0.000469443 7.99835e-06 -7.5973e-05 0.000350621 -0.000200688
|
||||
2.7 0.00183941 0.000398492 7.26036e-06 -6.44951e-05 0.000313534 -0.0001705
|
||||
2.71 0.0015558 0.000312564 6.25595e-06 -5.06049e-05 0.000265 -0.000134332
|
||||
2.72 0.00121358 0.00021589 5.01468e-06 -3.49835e-05 0.000206709 -9.38612e-05
|
||||
2.73 0.00082649 0.000113396 3.58039e-06 -1.84236e-05 0.000140945 -5.10312e-05
|
||||
2.74 0.000410979 1.03176e-05 2.00871e-06 -1.76761e-06 7.04378e-05 -7.90293e-06
|
||||
2.75 -1.48987e-05 -8.82119e-05 3.63647e-07 1.41581e-05 -1.81513e-06 3.35006e-05
|
||||
2.76 -0.00043267 -0.00017755 -1.28632e-06 2.86065e-05 -7.27457e-05 7.13438e-05
|
||||
2.77 -0.000824652 -0.00025389 -2.8725e-06 4.09644e-05 -0.000139413 0.00010411
|
||||
2.78 -0.00117508 -0.000314521 -4.33027e-06 5.0795e-05 -0.000199191 0.000130701
|
||||
2.79 -0.00147107 -0.000357989 -5.60302e-06 5.78634e-05 -0.000249924 0.000150505
|
||||
2.8 -0.00170337 -0.000384148 -6.64555e-06 6.21451e-05 -0.000290053 0.000163416
|
||||
2.81 -0.00186681 -0.0003941 -7.4266e-06 6.38157e-05 -0.000318691 0.000169815
|
||||
2.82 -0.00196042 -0.000390031 -7.93034e-06 6.32254e-05 -0.000335645 0.000170504
|
||||
2.83 -0.00198731 -0.000374965 -8.15681e-06 6.08591e-05 -0.000341394 0.000166617
|
||||
2.84 -0.00195418 -0.000352458 -8.12119e-06 5.72867e-05 -0.000337012 0.000159497
|
||||
2.85 -0.00187063 -0.000326245 -7.85203e-06 5.3108e-05 -0.000324055 0.00015056
|
||||
2.86 -0.00174828 -0.000299898 -7.38873e-06 4.88961e-05 -0.00030442 0.000141164
|
||||
2.87 -0.0015998 -0.000276489 -6.77823e-06 4.51445e-05 -0.000280181 0.00013248
|
||||
2.88 -0.00143787 -0.000258328 -6.07147e-06 4.2224e-05 -0.000253424 0.00012539
|
||||
2.89 -0.00127423 -0.000246759 -5.31955e-06 4.03509e-05 -0.000226089 0.000120415
|
||||
2.9 -0.00111885 -0.000242067 -4.57013e-06 3.95714e-05 -0.00019983 0.000117678
|
||||
2.91 -0.000979269 -0.000243482 -3.86413e-06 3.97622e-05 -0.000175908 0.000116904
|
||||
2.92 -0.000860134 -0.000249287 -3.23313e-06 4.06482e-05 -0.000155116 0.000117463
|
||||
2.93 -0.000763055 -0.000257012 -2.69744e-06 4.18336e-05 -0.000137752 0.00011844
|
||||
2.94 -0.000686662 -0.000263705 -2.26521e-06 4.28452e-05 -0.000123626 0.000118738
|
||||
2.95 -0.000626942 -0.000266237 -1.93253e-06 4.31815e-05 -0.000112115 0.000117196
|
||||
2.96 -0.000577771 -0.000261624 -1.68446e-06 4.23645e-05 -0.000102247 0.000112709
|
||||
2.97 -0.000531615 -0.000247336 -1.49691e-06 3.99891e-05 -9.28188e-05 0.000104348
|
||||
2.98 -0.000480327 -0.00022156 -1.33935e-06 3.57655e-05 -8.25236e-05 9.14624e-05
|
||||
2.99 -0.00041598 -0.0001834 -1.17778e-06 2.9551e-05 -7.00865e-05 7.37569e-05
|
||||
3 -0.000331659 -0.000132997 -9.78103e-07 2.13698e-05 -5.43955e-05 5.13357e-05
|
||||
3.01 -0.000222148 -7.15585e-05 -7.09345e-07 1.14172e-05 -3.46147e-05 2.4713e-05
|
||||
3.02 -8.44756e-05 -1.29181e-06 -3.46602e-07 4.87484e-08 -1.0273e-05 -5.21477e-06
|
||||
3.03 8.17437e-05 7.47515e-05 1.26496e-07 -1.2244e-05 1.86779e-05 -3.72298e-05
|
||||
3.04 0.000274173 0.000152905 7.16009e-07 -2.4871e-05 5.18409e-05 -6.98824e-05
|
||||
3.05 0.000487843 0.000229173 1.41673e-06 -3.71893e-05 8.83877e-05 -0.000101601
|
||||
3.06 0.000715447 0.000299546 2.21209e-06 -4.85539e-05 0.000127106 -0.000130814
|
||||
3.07 0.000947825 0.000360319 3.075e-06 -5.83689e-05 0.000166479 -0.000156068
|
||||
3.08 0.00117459 0.000408378 3.96946e-06 -6.61334e-05 0.000204787 -0.000176142
|
||||
3.09 0.00138485 0.000441441 4.853e-06 -7.14801e-05 0.000240226 -0.000190136
|
||||
3.1 0.00156796 0.000458217 5.67953e-06 -7.42014e-05 0.000271033 -0.000197538
|
||||
3.11 0.00171426 0.000458492 6.40263e-06 -7.42625e-05 0.000295605 -0.000198253
|
||||
3.12 0.00181576 0.000443116 6.97884e-06 -7.18e-05 0.000312615 -0.000192601
|
||||
3.13 0.00186666 0.000413907 7.37075e-06 -6.71057e-05 0.000321095 -0.00018128
|
||||
3.14 0.00186372 0.00037348 7.54974e-06 -6.06e-05 0.000320501 -0.000165303
|
||||
3.15 0.00180647 0.000325013 7.49801e-06 -5.27933e-05 0.00031075 -0.000145901
|
||||
3.16 0.00169719 0.000271972 7.21e-06 -4.42428e-05 0.000292213 -0.000124423
|
||||
3.17 0.00154077 0.000217822 6.69282e-06 -3.5506e-05 0.000265694 -0.000102221
|
||||
3.18 0.00134429 0.000165749 5.96592e-06 -2.70949e-05 0.000232367 -8.05425e-05
|
||||
3.19 0.00111657 0.000118405 5.05991e-06 -1.94366e-05 0.000193697 -6.04342e-05
|
||||
3.2 0.000867587 7.77212e-05 4.0146e-06 -1.2842e-05 0.000151345 -4.2669e-05
|
||||
3.21 0.000607817 4.4778e-05 2.87648e-06 -7.48593e-06 0.000107061 -2.7698e-05
|
||||
3.22 0.00034759 1.97667e-05 1.69573e-06 -3.4e-06 6.25759e-05 -1.56336e-05
|
||||
3.23 9.64911e-05 2.02727e-06 5.23042e-07 -4.79372e-07 1.95035e-05 -6.26392e-06
|
||||
3.24 -0.000137172 -9.83461e-06 -5.93522e-07 1.49877e-06 -2.075e-05 9.0344e-07
|
||||
3.25 -0.000346777 -1.77664e-05 -1.61146e-06 2.84607e-06 -5.70541e-05 6.57333e-06
|
||||
3.26 -0.000527658 -2.40418e-05 -2.49628e-06 3.92655e-06 -8.86003e-05 1.15769e-05
|
||||
3.27 -0.000677226 -3.10093e-05 -3.22332e-06 5.11628e-06 -0.000114924 1.67758e-05
|
||||
3.28 -0.000794936 -4.08402e-05 -3.77882e-06 6.76288e-06 -0.000135899 2.29657e-05
|
||||
3.29 -0.000882113 -5.52971e-05 -4.16025e-06 9.14845e-06 -0.000151713 3.07875e-05
|
||||
3.3 -0.000941652 -7.55456e-05 -4.37572e-06 1.24592e-05 -0.000162817 4.06548e-05
|
||||
3.31 -0.000977636 -0.000102022 -4.4428e-06 1.67645e-05 -0.000169864 5.27044e-05
|
||||
3.32 -0.000994887 -0.000134373 -4.38658e-06 2.20066e-05 -0.000173634 6.67725e-05
|
||||
3.33 -0.000998503 -0.000171466 -4.23739e-06 2.8003e-05 -0.000174961 8.24002e-05
|
||||
3.34 -0.000993396 -0.000211473 -4.02809e-06 3.44599e-05 -0.000174653 9.88674e-05
|
||||
3.35 -0.000983893 -0.000252027 -3.79137e-06 4.09963e-05 -0.000173426 0.000115251
|
||||
3.36 -0.000973397 -0.000290416 -3.55715e-06 4.71767e-05 -0.000171851 0.000130502
|
||||
3.37 -0.000964154 -0.000323824 -3.35021e-06 5.25486e-05 -0.000170308 0.000143535
|
||||
3.38 -0.00095712 -0.000349575 -3.18837e-06 5.66821e-05 -0.000168967 0.000153326
|
||||
3.39 -0.000951952 -0.000365371 -3.08129e-06 5.92082e-05 -0.000167787 0.000158997
|
||||
3.4 -0.000947104 -0.000369491 -3.02992e-06 5.9851e-05 -0.000166527 0.000159898
|
||||
3.41 -0.00094002 -0.000360954 -3.02672e-06 5.8453e-05 -0.000164777 0.000155666
|
||||
3.42 -0.000927415 -0.000339601 -3.05651e-06 5.49896e-05 -0.000162007 0.000146257
|
||||
3.43 -0.0009056 -0.000306126 -3.09805e-06 4.95726e-05 -0.000157619 0.00013196
|
||||
3.44 -0.000870845 -0.000262021 -3.12599e-06 4.24424e-05 -0.000151007 0.000113373
|
||||
3.45 -0.000819739 -0.000209465 -3.1132e-06 3.39499e-05 -0.000141615 9.13619e-05
|
||||
3.46 -0.000749519 -0.000151155 -3.03325e-06 2.45289e-05 -0.000128993 6.69926e-05
|
||||
3.47 -0.000658357 -9.00923e-05 -2.86279e-06 1.46626e-05 -0.000112848 4.14514e-05
|
||||
3.48 -0.000545574 -2.93546e-05 -2.58377e-06 4.84618e-06 -9.30755e-05 1.59542e-05
|
||||
3.49 -0.000411771 2.81396e-05 -2.18519e-06 -4.4506e-06 -6.97835e-05 -8.34382e-06
|
||||
3.5 -0.000258868 7.9847e-05 -1.66438e-06 -1.28182e-05 -4.3301e-05 -3.04314e-05
|
||||
3.51 -9.00608e-05 0.000123779 -1.02766e-06 -1.99364e-05 -1.41697e-05 -4.95107e-05
|
||||
3.52 9.03231e-05 0.000158632 -2.90217e-07 -2.55946e-05 1.68788e-05 -6.50469e-05
|
||||
3.53 0.000277031 0.000183853 5.24517e-07 -2.97032e-05 4.89575e-05 -7.67948e-05
|
||||
3.54 0.000464163 0.000199641 1.38627e-06 -3.22933e-05 8.107e-05 -8.47989e-05
|
||||
3.55 0.000645482 0.000206884 2.25978e-06 -3.35067e-05 0.000112163 -8.93708e-05
|
||||
3.56 0.000814755 0.000207039 3.10704e-06 -3.35767e-05 0.000141182 -9.10426e-05
|
||||
3.57 0.000966087 0.000201965 3.88973e-06 -3.28011e-05 0.00016713 -9.05046e-05
|
||||
3.58 0.00109423 0.000193726 4.57178e-06 -3.15111e-05 0.000189117 -8.853e-05
|
||||
3.59 0.00119486 0.00018439 5.12165e-06 -3.00381e-05 0.000206408 -8.58962e-05
|
||||
3.6 0.00126479 0.000175823 5.5144e-06 -2.86817e-05 0.00021846 -8.33085e-05
|
||||
3.61 0.00130212 0.000169519 5.73328e-06 -2.76817e-05 0.000224946 -8.13327e-05
|
||||
3.62 0.00130628 0.000166466 5.77071e-06 -2.71965e-05 0.000225768 -8.0344e-05
|
||||
3.63 0.0012781 0.000167059 5.62869e-06 -2.72897e-05 0.000221059 -8.04942e-05
|
||||
3.64 0.00121965 0.000171078 5.31857e-06 -2.79259e-05 0.000211164 -8.17028e-05
|
||||
3.65 0.00113414 0.000177719 4.86012e-06 -2.89762e-05 0.000196625 -8.3669e-05
|
||||
3.66 0.00102569 0.000185682 4.28011e-06 -3.02323e-05 0.000178137 -8.59065e-05
|
||||
3.67 0.000899126 0.000193309 3.61045e-06 -3.14284e-05 0.000156512 -8.77952e-05
|
||||
3.68 0.000759646 0.000198755 2.88596e-06 -3.22685e-05 0.000132634 -8.86456e-05
|
||||
3.69 0.000612579 0.00020017 2.14209e-06 -3.24563e-05 0.000107405 -8.77707e-05
|
||||
3.7 0.000463086 0.000195893 1.41256e-06 -3.17255e-05 8.17014e-05 -8.45575e-05
|
||||
3.71 0.000315907 0.000184621 7.2734e-07 -2.98676e-05 5.63299e-05 -7.85323e-05
|
||||
3.72 0.000175142 0.000165549 1.10788e-07 -2.67539e-05 3.19903e-05 -6.94139e-05
|
||||
3.73 4.40851e-05 0.000138462 -4.19577e-07 -2.23513e-05 9.24673e-06 -5.71502e-05
|
||||
3.74 -7.48927e-05 0.000103787 -8.53864e-07 -1.67286e-05 -1.1491e-05 -4.19335e-05
|
||||
3.75 -0.000180385 6.25674e-05 -1.18998e-06 -1.00546e-05 -2.99757e-05 -2.41958e-05
|
||||
3.76 -0.000271936 1.64061e-05 -1.43321e-06 -2.58748e-06 -4.61199e-05 -4.58218e-06
|
||||
3.77 -0.000349963 -3.26563e-05 -1.59531e-06 5.34421e-06 -5.9983e-05 1.60943e-05
|
||||
3.78 -0.000415627 -8.22927e-05 -1.69308e-06 1.33659e-05 -7.1749e-05 3.69118e-05
|
||||
3.79 -0.000470651 -0.000130068 -1.74663e-06 2.10856e-05 -8.16971e-05 5.69088e-05
|
||||
3.8 -0.000517118 -0.000173624 -1.77749e-06 2.81243e-05 -9.01661e-05 7.51559e-05
|
||||
3.81 -0.000557244 -0.000210864 -1.80656e-06 3.4144e-05 -9.75173e-05 9.08254e-05
|
||||
3.82 -0.000593147 -0.000240103 -1.85231e-06 3.8874e-05 -0.000104096 0.000103252
|
||||
3.83 -0.000626644 -0.000260195 -1.92909e-06 4.21294e-05 -0.000110198 0.000111979
|
||||
3.84 -0.000659063 -0.000270605 -2.04588e-06 4.38241e-05 -0.000116034 0.000116786
|
||||
3.85 -0.000691102 -0.000271433 -2.20552e-06 4.39738e-05 -0.000121714 0.000117704
|
||||
3.86 -0.000722751 -0.000263385 -2.40441e-06 4.26919e-05 -0.000127229 0.000114995
|
||||
3.87 -0.000753256 -0.000247698 -2.63276e-06 4.01766e-05 -0.000132445 0.00010913
|
||||
3.88 -0.000781161 -0.000226012 -2.87537e-06 3.66918e-05 -0.000137115 0.00010074
|
||||
3.89 -0.000804401 -0.000200229 -3.11283e-06 3.25427e-05 -0.000140891 9.0558e-05
|
||||
3.9 -0.000820452 -0.000172341 -3.32304e-06 2.80496e-05 -0.000143352 7.93561e-05
|
||||
3.91 -0.000826525 -0.00014426 -3.48306e-06 2.352e-05 -0.000144034 6.78794e-05
|
||||
3.92 -0.000819796 -0.00011767 -3.57092e-06 1.92244e-05 -0.000142472 5.67867e-05
|
||||
3.93 -0.000797641 -9.38872e-05 -3.56747e-06 1.5375e-05 -0.000138236 4.66005e-05
|
||||
3.94 -0.000757883 -7.37758e-05 -3.45797e-06 1.2111e-05 -0.000130975 3.76706e-05
|
||||
3.95 -0.000699008 -5.76952e-05 -3.23346e-06 9.49074e-06 -0.00012045 3.01559e-05
|
||||
3.96 -0.000620353 -4.54998e-05 -2.89166e-06 7.49143e-06 -0.000106567 2.40231e-05
|
||||
3.97 -0.000522238 -3.65846e-05 -2.43736e-06 6.01658e-06 -8.93979e-05 1.9064e-05
|
||||
3.98 -0.000406037 -2.99721e-05 -1.88237e-06 4.90991e-06 -6.91904e-05 1.49287e-05
|
||||
3.99 -0.000274184 -2.44318e-05 -1.24495e-06 3.97452e-06 -4.6369e-05 1.1171e-05
|
||||
4 -0.000130095 -1.86221e-05 -5.48737e-07 2.9956e-06 -2.15215e-05 7.30216e-06
|
||||
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Reference in a new issue