"""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()