f361fee969
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
74 lines
2.4 KiB
Python
74 lines
2.4 KiB
Python
"""Integration tests for OpenSees Example 2a variable-driven cantilever."""
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from __future__ import annotations
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import tempfile
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from pathlib import Path
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import pytest
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pytest.importorskip("openseespy")
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from otko.core import PushoverCase, TransientCase # noqa: E402
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from otko.services import load_project, save_project # noqa: E402
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from otko.services.opensees_runner import OpenSeesRunner # noqa: E402
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pytestmark = pytest.mark.slow
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def _reload(proj, tmp_path): # type: ignore[no-untyped-def]
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path = tmp_path / "ex2a_canti2d_elastic_element.osmodel"
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save_project(proj, path)
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reloaded = load_project(path)
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reloaded.validate_references()
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return reloaded
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def test_ex2a_canti2d_pushover_reaches_target(tmp_path) -> None: # type: ignore[no-untyped-def]
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from examples.ex2a_canti2d_elastic_element import (
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PUSH_STEP,
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PUSH_TARGET,
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build_ex2a_canti2d_elastic_element,
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)
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proj = _reload(build_ex2a_canti2d_elastic_element(), tmp_path)
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push_case = next(c for c in proj.analyses if isinstance(c, PushoverCase))
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result = OpenSeesRunner(proj).run(push_case)
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expected_pts = int(PUSH_TARGET / PUSH_STEP) + 1
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assert len(result.control_disp) == expected_pts
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assert result.control_disp[-1] == pytest.approx(PUSH_TARGET, rel=1e-6)
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assert result.base_shear[-1] > 0.0
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slope_early = (result.base_shear[5] - result.base_shear[0]) / (
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result.control_disp[5] - result.control_disp[0]
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)
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slope_late = (result.base_shear[-1] - result.base_shear[-3]) / (
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result.control_disp[-1] - result.control_disp[-3]
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)
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assert slope_early == pytest.approx(slope_late, rel=0.02)
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def test_ex2a_canti2d_earthquake_runs_and_oscillates(tmp_path) -> None: # type: ignore[no-untyped-def]
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from examples.ex2a_canti2d_elastic_element import (
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ANALYSIS_DT,
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ANALYSIS_STEPS,
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build_ex2a_canti2d_elastic_element,
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)
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proj = _reload(build_ex2a_canti2d_elastic_element(), tmp_path)
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eq_case = next(c for c in proj.analyses if isinstance(c, TransientCase))
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results_dir = Path(tempfile.mkdtemp(prefix="ex2a_canti2d_eq_"))
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result = OpenSeesRunner(proj).run(eq_case, results_dir=results_dir)
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time = result.time()
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top = result.node_disp_history(2)
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ux = top[:, 0]
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uy = top[:, 1]
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assert len(time) == ANALYSIS_STEPS
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assert result.dt == pytest.approx(ANALYSIS_DT)
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assert ux.max() > 1e-4
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assert ux.min() < -1e-4
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assert max(abs(uy)) < 1.0
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