OpenSeesPyAssistant 1.1
OpenSeesPy for everyone
Analysis Member List

This is the complete list of members for Analysis, including all inherited members.

__init__(self, str data_dir, str name_ODB, algo="KrylovNewton", test_type="NormDispIncr", test_opt=0, max_iter=MAX_ITER, tol=TOL, allow_smaller_step=False)Analysis
algoAnalysis
allow_smaller_stepAnalysis
data_dirAnalysis
DeformedShape(self, scale=1, animate=False, dt=0.01)Analysis
FiberResponse(self, int ele_fiber_ID_analysed, fiber_section=1, animate_stress=False, animate_strain=False, fps=25)Analysis
Gravity(self, list loaded_nodes, list Fy, int timeSeries_ID, int pattern_ID, n_step=10, timeSeries_type="Linear", pattern_type="Plain", constraints_type="Plain", numberer_type="RCM", system_type="BandGeneral", analysis_type="Static", show_plot=False)Analysis
LateralForce(self, list loaded_nodes, list Fx, int timeSeries_ID, int pattern_ID, n_step=1000, fiber_ID_analysed=-1, fiber_section=1, timeSeries_type="Linear", pattern_type="Plain", constraints_type="Plain", numberer_type="RCM", system_type="BandGeneral", analysis_type="Static", show_plot=True, block=False)Analysis
load_caseAnalysis
LoadingProtocol(self, int CtrlNode, np.ndarray discr_LP, int timeSeries_ID, int pattern_ID, Fx=1 *kN_unit, ele_fiber_ID_analysed=-1, fiber_section=1, timeSeries_type="Linear", pattern_type="Plain", constraints_type="Plain", numberer_type="RCM", system_type="UmfPack", analysis_type="Static", show_plot=True, block=False)Analysis
max_iterAnalysis
name_ODBAnalysis
Pushover(self, int CtrlNode, Dmax, Dincr, int timeSeries_ID, int pattern_ID, Fx=1 *kN_unit, ele_fiber_ID_analysed=-1, fiber_section=1, timeSeries_type="Linear", pattern_type="Plain", constraints_type="Plain", numberer_type="RCM", system_type="UmfPack", analysis_type="Static", show_plot=True, block=False)Analysis
test_optAnalysis
test_typeAnalysis
tolAnalysis