smillmorel
d01a5957b7
Some checks failed
CI / lint (push) Has been cancelled
CI / test (macos-latest, 3.10) (push) Has been cancelled
CI / test (macos-latest, 3.11) (push) Has been cancelled
CI / test (macos-latest, 3.12) (push) Has been cancelled
CI / test (ubuntu-latest, 3.10) (push) Has been cancelled
CI / test (ubuntu-latest, 3.11) (push) Has been cancelled
CI / test (ubuntu-latest, 3.12) (push) Has been cancelled
CI / test (windows-latest, 3.10) (push) Has been cancelled
CI / test (windows-latest, 3.11) (push) Has been cancelled
CI / test (windows-latest, 3.12) (push) Has been cancelled
- core/units: two dominant systems (Metric m/kN, Imperial ft/kip) with display conversion helpers, legacy 4-system migration in ProjectMeta - dialogs/docks: unit-aware material, section, case, load, grid and results labels; diagram renderer unit labels; render controls update - docs: add consistent_units.md; regen examples/*.osmodel artifacts - tests: update persistence/phase8/project/unit-labels for new systems
339 lines
No EOL
5.4 KiB
Text
339 lines
No EOL
5.4 KiB
Text
{
|
|
"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": "Imperial (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,
|
|
"shape": null
|
|
},
|
|
{
|
|
"id": 2,
|
|
"name": "Column-L2",
|
|
"type": "ElasticSection",
|
|
"E": 30000.0,
|
|
"A": 63.41,
|
|
"Iz": 320.0,
|
|
"Iy": null,
|
|
"G": null,
|
|
"J": null,
|
|
"shape": null
|
|
},
|
|
{
|
|
"id": 3,
|
|
"name": "Beam-Rigid",
|
|
"type": "ElasticSection",
|
|
"E": 30000.0,
|
|
"A": 63.41,
|
|
"Iz": 10000000000000.0,
|
|
"Iy": null,
|
|
"G": null,
|
|
"J": null,
|
|
"shape": null
|
|
}
|
|
],
|
|
"elements": [
|
|
{
|
|
"id": 1,
|
|
"name": "C1",
|
|
"type": "ElasticBeamColumn",
|
|
"nodes": [
|
|
1,
|
|
3
|
|
],
|
|
"section_id": 1,
|
|
"geom_transf": "Linear",
|
|
"rho": 0.0,
|
|
"consistent_mass": false
|
|
},
|
|
{
|
|
"id": 2,
|
|
"name": "C2",
|
|
"type": "ElasticBeamColumn",
|
|
"nodes": [
|
|
3,
|
|
5
|
|
],
|
|
"section_id": 2,
|
|
"geom_transf": "Linear",
|
|
"rho": 0.0,
|
|
"consistent_mass": false
|
|
},
|
|
{
|
|
"id": 3,
|
|
"name": "C3",
|
|
"type": "ElasticBeamColumn",
|
|
"nodes": [
|
|
2,
|
|
4
|
|
],
|
|
"section_id": 1,
|
|
"geom_transf": "Linear",
|
|
"rho": 0.0,
|
|
"consistent_mass": false
|
|
},
|
|
{
|
|
"id": 4,
|
|
"name": "C4",
|
|
"type": "ElasticBeamColumn",
|
|
"nodes": [
|
|
4,
|
|
6
|
|
],
|
|
"section_id": 2,
|
|
"geom_transf": "Linear",
|
|
"rho": 0.0,
|
|
"consistent_mass": false
|
|
},
|
|
{
|
|
"id": 5,
|
|
"name": "B1",
|
|
"type": "ElasticBeamColumn",
|
|
"nodes": [
|
|
3,
|
|
4
|
|
],
|
|
"section_id": 3,
|
|
"geom_transf": "Linear",
|
|
"rho": 0.0,
|
|
"consistent_mass": false
|
|
},
|
|
{
|
|
"id": 6,
|
|
"name": "B2",
|
|
"type": "ElasticBeamColumn",
|
|
"nodes": [
|
|
5,
|
|
6
|
|
],
|
|
"section_id": 3,
|
|
"geom_transf": "Linear",
|
|
"rho": 0.0,
|
|
"consistent_mass": false
|
|
}
|
|
],
|
|
"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"
|
|
}
|
|
]
|
|
} |