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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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29
tests/integration/test_runner_transient.py
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@ -29,6 +29,8 @@ from otko.core import ( # noqa: E402
)
from otko.services import OpenSeesRunner # noqa: E402
pytestmark = pytest.mark.slow
def test_sdof_free_vibration_matches_cosine(tmp_path) -> None: # type: ignore[no-untyped-def]
"""Initial displacement, no external load, no damping → u(t) = u₀ cos(ωt)."""
@ -52,25 +54,27 @@ def test_sdof_free_vibration_matches_cosine(tmp_path) -> None: # type: ignore[n
u0 = F0 / k
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=(0.0, L, 0.0),
mass=(m_tip, m_tip, 0.0, 0.0, 0.0, 0.0)),
Node(id=2, coords=(0.0, L, 0.0), mass=(m_tip, m_tip, 0.0, 0.0, 0.0, 0.0)),
],
sections=[ElasticSection(id=1, E=E, A=A, Iz=I)],
elements=[ElasticBeamColumn(id=1, nodes=(1, 2), section_id=1)],
time_series=[
ConstantTimeSeries(id=1, factor=1.0), # static initial
LinearTimeSeries(id=2), # transient (zero load)
LinearTimeSeries(id=2), # transient (zero load)
],
load_patterns=[
PlainLoadPattern(
id=1, time_series_id=1,
id=1,
time_series_id=1,
nodal_loads=[NodalLoad(node_id=2, forces=(F0, 0.0, 0.0, 0.0, 0.0, 0.0))],
),
PlainLoadPattern(
id=2, time_series_id=2,
id=2,
time_series_id=2,
nodal_loads=[NodalLoad(node_id=2, forces=(0.0, 0.0, 0.0, 0.0, 0.0, 0.0))],
),
],
@ -85,8 +89,11 @@ def test_sdof_free_vibration_matches_cosine(tmp_path) -> None: # type: ignore[n
n_steps = 200
dt = T / 50.0
case = TransientCase(
id=2, name="FreeVib", pattern_ids=[2],
dt=dt, n_steps=n_steps,
id=2,
name="FreeVib",
pattern_ids=[2],
dt=dt,
n_steps=n_steps,
# Average-acceleration Newmark is unconditionally stable.
integrator_params=(0.5, 0.25),
)
@ -111,7 +118,8 @@ def test_sdof_free_vibration_matches_cosine(tmp_path) -> None: # type: ignore[n
def test_transient_writes_hdf5_with_time_dataset(tmp_path) -> None: # type: ignore[no-untyped-def]
"""Transient run must produce an HDF5 with a /time dataset of length n_steps."""
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=(0.0, 3.0, 0.0), mass=(1000.0,) * 3 + (0.0,) * 3),
@ -121,7 +129,8 @@ def test_transient_writes_hdf5_with_time_dataset(tmp_path) -> None: # type: ign
time_series=[LinearTimeSeries(id=1)],
load_patterns=[
PlainLoadPattern(
id=1, time_series_id=1,
id=1,
time_series_id=1,
nodal_loads=[NodalLoad(node_id=2, forces=(10.0, 0, 0, 0, 0, 0))],
)
],