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chore: adopt remaining local development state

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Catch-all for the intermixed residue of the unpushed otko-development
work ported into this tree: combinations/console-dock/quick-guide wiring
across commands, core, services, views and tests; repo-wide ruff-format
normalization; README/CONTRIBUTING updates; and the toolbar default
(both toolbars now open in the top area, quick guide text updated).

Splitting this further would require hunk-level surgery with low
confidence; the preceding commits in this branch isolate the
self-contained features.
This commit is contained in:
smillmorel 2026-09-16 12:03:22 -04:00
commit ba783718d4
152 changed files with 3394 additions and 1651 deletions
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18
tests/integration/test_runner_static.py
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@ -24,6 +24,8 @@ from otko.core import ( # noqa: E402
)
from otko.services import OpenSeesRunner # noqa: E402
pytestmark = pytest.mark.slow
def test_cantilever_tip_deflection_matches_closed_form() -> None:
"""Horizontal cantilever in 2D: P at tip, expect δ = P L³ / (3 E I)."""
@ -34,7 +36,8 @@ def test_cantilever_tip_deflection_matches_closed_form() -> None:
I = 8.333e-6
project = Project(
ndm=2, ndf=3,
ndm=2,
ndf=3,
nodes=[
Node(id=1, coords=(0.0, 0.0, 0.0), restraint=(True, True, False, False, False, True)),
Node(id=2, coords=(L, 0.0, 0.0)),
@ -44,7 +47,8 @@ def test_cantilever_tip_deflection_matches_closed_form() -> None:
time_series=[LinearTimeSeries(id=1)],
load_patterns=[
PlainLoadPattern(
id=1, time_series_id=1,
id=1,
time_series_id=1,
# Fy at the tip (downward); Rz of node 1 is restrained, others free.
nodal_loads=[NodalLoad(node_id=2, forces=(0.0, -P, 0.0, 0.0, 0.0, 0.0))],
)
@ -54,12 +58,12 @@ def test_cantilever_tip_deflection_matches_closed_form() -> None:
case = StaticCase(id=1, name="Cantilever", pattern_ids=[1])
results = OpenSeesRunner(project).run(case)
delta_expected = -P * L**3 / (3.0 * E * I) # negative (downward)
delta_actual = results.disp(node_id=2, dof=2) # Uy at node 2
delta_expected = -P * L**3 / (3.0 * E * I) # negative (downward)
delta_actual = results.disp(node_id=2, dof=2) # Uy at node 2
assert math.isclose(delta_actual, delta_expected, rel_tol=1e-3), (
f"Tip deflection mismatch: expected {delta_expected:.6e}, got {delta_actual:.6e}"
)
assert math.isclose(
delta_actual, delta_expected, rel_tol=1e-3
), f"Tip deflection mismatch: expected {delta_expected:.6e}, got {delta_actual:.6e}"
# Reaction at the support equals the applied load.
Fy_reaction = results.node_reaction[1][0, 1]