Commands directory¶
The available OpenSees commands
- o3seespy.OpenSeesInstance
- Common commands
AlternativeAnalysisEleLoad2DPointEleLoad2DUniformEqualDOFEqualDOFMultiFixFix1DOFFix1DOFMultiFix2DOFFix2DOFMultiFix3DOFFix3DOFMultiFix4DOFFix6DOFFix6DOFMultiImposedMotionLoadMassMass2DMass3DModalDampingParameterRigidLinkSPadd_fixity_to_dof()analyze()analyze_w_restart()domain_change()gen_reactions()get_all_ele_node_tags()get_all_ele_node_tags_as_dict()get_all_ele_node_tags_by_n_nodes()get_all_node_coords()get_all_node_coords_w_tag()get_all_node_disps()get_eigen()get_ele_response()get_ele_tags()get_node_accel()get_node_coords()get_node_disp()get_node_disps()get_node_dofs()get_node_eigen_vector()get_node_pressure()get_node_reaction()get_node_reactions()get_node_tags()get_node_unbalance()get_node_vel()get_np()get_num_threads()get_pid()get_time()imposed_motion()load_constant()loop_for_analyze_w_restart()record()remesh()remove()remove_load_pattern()remove_recorders()remove_sp()reset()set_ele_rayleigh_damp()set_element_rayleigh_damping_factors()set_equal_dof()set_equal_dofs()set_equal_dofs_mixed()set_node_mass()set_num_threads()set_parameter()set_rigid_diaphragm()set_rigid_link()set_time()start()stop()update_element_domain()update_material_stage()update_parameter()wipe()wipe_analysis()
- o3seespy.algorithm
- o3seespy.analysis
- o3seespy.beam_integration
- o3seespy.constraints
- o3seespy.element
- Base element
- Beam-column
- Bearing
ElastomericBearingBoucWen2DElastomericBearingBoucWen3DElastomericBearingPlasticity2DElastomericBearingPlasticity3DElastomericXFPBearingPTVFlatSliderBearing2DFlatSliderBearing3DHDRKikuchiBearingadjustPDOutputKikuchiBearingdoBalanceLeadRubberXMultipleShearSpringRJWatsonEqsBearing2DRJWatsonEqsBearing3DSingleFPBearing2DSingleFPBearing3DTFPTripleFrictionPendulumYamamotoBiaxialHDRcoRS
- Brick
- Cable
- Contact
- Joint
- Link
- Misc
- Other UP
- PFEM
- quadrilateral
- Soil-foundation
- Tetrahedron
- Triangular
- Truss
- UC San Diego UP
- Zero length
- o3seespy.geom_transf
- o3seespy.integrator
- o3seespy.node
- o3seespy.nd_material
- base_material
- concrete_walls
- contact
- other_material
- Standard
AcousticMediumBoundingCamClayDamage2pDruckerPragerDruckerPrager.denDruckerPrager.nuDruckerPrager.op_typeDruckerPrager.set_bulk_mod()DruckerPrager.set_cohesive_intercept()DruckerPrager.set_frictional_strength()DruckerPrager.set_g_mod()DruckerPrager.set_material_state()DruckerPrager.set_nonassociative_term()DruckerPrager.set_nu()DruckerPrager.set_update_material_stage()DruckerPrager.update_eles_to_linear()DruckerPrager.update_eles_to_nonlinear()
ElasticIsotropicElasticOrthotropicElasticOrthotropic.op_typeElasticOrthotropic.set_e_mod_x()ElasticOrthotropic.set_e_mod_y()ElasticOrthotropic.set_e_mod_z()ElasticOrthotropic.set_g_mod_xz()ElasticOrthotropic.set_g_mod_yx()ElasticOrthotropic.set_g_mod_zy()ElasticOrthotropic.set_rho()ElasticOrthotropic.set_vxz()ElasticOrthotropic.set_vyx()ElasticOrthotropic.set_vzy()
FSAMJ2PlasticityManzariDafaliasManzariDafalias.op_typeManzariDafalias.set_integration_scheme()ManzariDafalias.set_jacobian()ManzariDafalias.set_material_state()ManzariDafalias.set_nu()ManzariDafalias.set_ref_shear_modulus()ManzariDafalias.set_stress_correction()ManzariDafalias.set_update_material_stage()ManzariDafalias.set_void_ratio()ManzariDafalias.update_to_linear()ManzariDafalias.update_to_nonlinear()
MultiaxialCyclicPlasticityPM4SiltPlaneStrainPlaneStressPlateFiberStressDensity
- Tsinghua_sand
- UC San Diego soil
- UC San Diego UD soil
- Wrapper
- o3seespy.node
- o3seespy.numberer
- o3seespy.patch
- o3seespy.pattern
- o3seespy.rayleigh
- o3seespy.recorder
ElementToArrayCacheElementToFileElementToXMLElementsToArrayCacheElementsToFileElementsToXMLNodeToArrayCacheNodeToFileNodeToXMLNodesToArrayCacheNodesToFileNodesToXMLRecorderBaseRecorderToArrayCacheBaseTimeToArrayCacheTimeToFileload_ecp2o3_type_dict()load_recorder_options()remove_recorder()remove_recorders()
- o3seespy.region
- o3seespy.section
- o3seespy.system
- o3seespy.test
- o3seespy.uniaxial_material
- base_material
- Concrete
Concrete01Concrete01WithSITCConcrete02Concrete04Concrete06Concrete07ConcreteCMConcreteDConfinedConcrete01FRPConfinedConcreteFRPConfinedConcrete.op_typeFRPConfinedConcrete.set_c()FRPConfinedConcrete.set_d()FRPConfinedConcrete.set_dlong()FRPConfinedConcrete.set_dtrans()FRPConfinedConcrete.set_ej()FRPConfinedConcrete.set_eju()FRPConfinedConcrete.set_epsco()FRPConfinedConcrete.set_es()FRPConfinedConcrete.set_fc1()FRPConfinedConcrete.set_fc2()FRPConfinedConcrete.set_fyh()FRPConfinedConcrete.set_fyl()FRPConfinedConcrete.set_k()FRPConfinedConcrete.set_s()FRPConfinedConcrete.set_sj()FRPConfinedConcrete.set_tj()FRPConfinedConcrete.set_use_buck()FRPConfinedConcrete.set_vo()
FRPConfinedConcrete02JacketCFRPConfinedConcrete02UltimateTDConcreteTDConcreteEXPTDConcreteMC10TDConcreteMC10NL
- Other
AxialSpAxialSpHDBWBNBarSlipBilinBilinearOilDamperBondSP01BoucWenCFSSSWPCFSWSWPCastECC01ElasticBilinElasticMultiLinearFatigueHardeningHyperbolicGapMaterialImpactMaterialInitStrainMaterialInitStressMaterialLimitStateMinMaxModIMKPeakOrientedModIMKPinchingMultiLinearPathIndependentSAWSSelfCenteringViscousViscousDamper
- pytz
- Standard
- Steel
- o3seespy.time_series
- o3seespy.transformation
o3seespy.base_model¶
- class o3seespy.base_model.OpenSeesMultiCallObject[source]¶
Bases:
OpenSeesObject- property multi_parameters¶
- property parameters¶