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feat: initial otko import
2026-09-08 02:12:15 -04:00
{
"schema_version": 1,
"meta": {
"name": "Simply Supported Beam — Quad Elements (OpenSees Ex 6.4)",
"description": "16×4 plane-stress quad mesh of a 40×10 deep beam with two midspan point loads, LoadControl 0→10 in 10 steps.",
"author": "OpenSees Examples Manual",
"units": "US (in, kip, kip·s²/in, s, ksi)"
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},
{
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{
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},
{
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}
],
"time_series": [
{
"id": 1,
"name": "Ramp",
"type": "Linear",
"factor": 1.0
}
],
"load_patterns": [
{
"id": 1,
"name": "MidspanLoad",
"type": "Plain",
"time_series_id": 1,
"nodal_loads": [
{
"node_id": 9,
"forces": [
0.0,
-1.0,
0.0,
0.0,
0.0,
0.0
]
},
{
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0.0,
-1.0,
0.0,
0.0,
0.0,
0.0
]
}
],
"element_loads": []
}
],
"spectra": [],
"analyses": [
{
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"name": "Static",
"type": "Static",
"pattern_ids": [
1
],
"n_steps": 10,
"load_factor_increment": 1.0,
"system": "ProfileSPD",
"constraints": "Plain",
"integrator": "LoadControl",
"algorithm": "Newton",
"test": "EnergyIncr",
"tolerance": 1e-12,
"max_iter": 10
},
{
"id": 2,
"name": "FreeVibration",
"type": "Transient",
"pattern_ids": [],
"dt": 0.5,
"n_steps": 1500,
"system": "BandGeneral",
"constraints": "Plain",
"integrator": "Newmark",
"integrator_params": [
0.5,
0.25
],
"algorithm": "Newton",
"test": "EnergyIncr",
"tolerance": 1e-12,
"max_iter": 10,
"rayleigh_alpha_m": 0.0,
"rayleigh_beta_k": 0.0,
"rayleigh_mode1_damping": 0.02,
"preload_case_ids": [
1
],
"remove_patterns": [
1
]
}
]
}
Reference in a new issue Copy permalink