OpenSees SAP2000

COMPREHENSIVE NONLINEAR SEISMIC ASSESSMENT OF MULTI-MODE POST-BUCKLING PHENOMENA A COLUMN WITH SEMI-RIGID CONNECTIONS: AN OPENSEES FRAMEWORK FOR STATIC PUSHOVER, CYCLIC DEGRADATION, STATIC TIME-HISTORY AND DYNAMIC TIME-HISTORY ANALYSIS PYTHON SCRIPT: https://github.com/salardelavar/OPENSEES_SALAR/tree/main/EIGHT_ANALYSIS_DUCTILITY_DAMAGE_INDEX_%26_ENERGY_DISSIPATION_CAPACITY_INDEX/55_POST-BUCKLING?fbclid=IwY2xjawTFtpBleHRuA2FlbQIxMABzcnRjBmFwcF9pZBAyMjIwMzkxNzg4MjAwODkyAAEeWpEYRe1islvzmcSG_QNeIX9gl2pDgEwc4_nabaLjdoxaiqlxrl8U7iYu4PM_aem_kqBE0vTrlhgVPcU-Jxra3w

COMPREHENSIVE NONLINEAR SEISMIC ASSESSMENT OF A POST-FIRE SINGLE-DEGREE-FREEDOM WITH FOUR ELEMENTS STRUCTURE : AN OPENSEES FRAMEWORK FOR STATIC PUSHOVER, CYCLIC DEGRADATION, STATIC TIME-HISTORY AND DYNAMIC TIME-HISTORY ANALYSIS PYHTHON CODE: https://github.com/salardelavar/OPENSEES_SALAR/tree/main/EIGHT_ANALYSIS_DUCTILITY_DAMAGE_INDEX_&_ENERGY_DISSIPATION_CAPACITY_INDEX/57_POST-FIRE/EXAMPLE_03_SDOF

SENSITIVITY ANALYSIS OF SINGLE-DEGREE-FREEOM (SDOF) STRUCTURES USING FREE-VIBRATION EFFECTS OF INTIAL DISPLACEMENT, STRUCTURAL ELASTIC STIFFNESS, STRUCTURAL DUCTILITY RATIO AND OVER-STRENGTH FACTOR ON OUTPUT KEY PARAMETERS SUCH AS EQULIVALENT VISCOUS DAMPING RATIO FROM NONLINEAR DYNAMIC ANALYSES USING PYTHON AND OPENSEES PYTHON SCRIPT: https://github.com/salardelavar/OPENSEES_SALAR/tree/main/EIGHT_ANALYSIS_DUCTILITY_DAMAGE_INDEX_&_ENERGY_DISSIPATION_CAPACITY_INDEX/56_SDOF_FOUR_ELEMENTS_8_ANA/SENSITIVITY_ANALYSIS_SDOF_FOUR_ELEMENTS_FV

COMPREHENSIVE NONLINEAR SEISMIC ASSESSMENT OF STEEL A SIMPLY SUPPORTED CABLE ELEMENT : AN OPENSEES FRAMEWORK FOR STATIC PUSHOVER, CYCLIC DEGRADATION, STATIC TIME-HISTORY AND DYNAMIC TIME-HISTORY ANALYSIS PYTHON SCRIPTS: https://github.com/salardelavar/OPENSEES_SALAR/tree/main/EIGHT_ANALYSIS_DUCTILITY_DAMAGE_INDEX_&_ENERGY_DISSIPATION_CAPACITY_INDEX/04_CABLE_SIMPLY_SUPPORTED_8_ANA

FRAGILITY ANALYSIS BASED ON ACCELERATION AND STRUCTURAL DUCTILITY DAMAGE INDEX AND EVALUATION OF EQULIVALENT VISCOUS DAMPING RATIO WITH INCREMENTAL DYNAMIC ANALYSIS (IDA) OF A SINGLE-DEGREE-OF-FREEDOM (SDOF) SYSTEM UTILIZING 100 GROUND MOTIONS IN OPENSEES PYTHON SCRIPT: https://github.com/salardelavar/OPENSEES_SALAR/tree/main/EQUIVALENT_VISCOUS_DAMPING_RATIO_METHOD/SDOF_IDA_EQULIVALENT_VISCOUS_DAMPING_RATIO

FRAGILITY ANALYSIS BASED ON ACCELERATION AND STRUCTURAL DUCTILITY DAMAGE INDEX AND EVALUATION OF ENERGY DISSIPATION CAPACITY INDEX WITH INCREMENTAL DYNAMIC ANALYSIS (IDA) OF A SINGLE-DEGREE-OF-FREEDOM (SDOF) SYSTEM UTILIZING 30 GROUND MOTIONS IN OPENSEES PYTHON SCRIPTS: https://github.com/salardelavar/OPENSEES_SALAR/tree/main/ENERGY_DISSIPATION_CAPACITY_INDEX/SDOF_IDA_ENERGY_DISSIPATION_CAPACITY_INDEX

FRAGILITY ANALYSIS BASED ON ACCELERATION, STRUCTURAL DUCTILITY DAMAGE INDEX, ENERGY DISSIPATION CAPACITY INDEX, AND EQUIVALENT VISCOUS DAMPING RATIO, USING NONLINEAR DYNAMIC ANALYSIS (WITH EVALUATION AND PLOTTING OF RESPONSE SPECTRA) OF AN SDOF SYSTEM UTILIZING 30 GROUND MOTIONS IN OPENSEES. PYTHON SCRIPT: https://github.com/salardelavar/OPENSEES_SALAR/tree/main/EIGHT_ANALYSIS_DUCTILITY_DAMAGE_INDEX_%26_ENERGY_DISSIPATION_CAPACITY_INDEX/11_SDOF_8_ANA/SDOF_SDOF_RESPONSE_SPECTRUM_EDCI_EVDR

SENSITIVITY ANALYSIS OF SINGLE-DEGREE-FREEOM (SDOF) STRUCTURES USING INCEMENTAL DYNAIMIC ANALYSIS EFFECTS OF STRUCTURAL MASS, STRUCTURAL ELASTIC STIFFNESS, STRUCTURAL DUCTILITY RATIO AND OVER-STRENGTH FACTOR ON OUTPUT KEY PARAMETERS SUCH AS EQUIVALENT VISCOUS DAMPING RATIO FROM NONLINEAR DYNAMIC ANALYSES USING PYTHON AND OPENSEES PYTHON SCRIPT: https://github.com/salardelavar/OPENSEES_SALAR/tree/main/EIGHT_ANALYSIS_DUCTILITY_DAMAGE_INDEX_%26_ENERGY_DISSIPATION_CAPACITY_INDEX/56_SDOF_FOUR_ELEMENTS_8_ANA/SENSITIVITY_ANALYSIS_SDOF_FOUR_ELEMENTS_IDA

SENSITIVITY ANALYSIS OF POST-FIRE SINGLE-DEGREE-FREEDOM (SDOF) STRUCTURES USING INCREMENTAL DYNAMIC ANALYSIS EFFECTS OF THERMAL, STRUCTURAL MASS, ELASTIC STIFFNESS, STRUCTURAL DUCTILITY RATIO AND OVER-STRENGTH FACTOR ON OUTPUT KEY PARAMETERS SUCH AS EQUIVALENT VISCOUS DAMPING RATIO FROM NONLINEAR DYNAMIC ANALYSES USING PYTHON AND OPENSEES PYTHON SCRIPTS: https://github.com/salardelavar/OPENSEES_SALAR/tree/main/EIGHT_ANALYSIS_DUCTILITY_DAMAGE_INDEX_%26_ENERGY_DISSIPATION_CAPACITY_INDEX/57_POST-FIRE/EXAMPLE_03_SDOF/SENSITIVITY_ANALYSIS_SDOF_POST_FIRE_IDA

COMPREHENSIVE NONLINEAR SEISMIC ASSESSMENT OF A SIMPLY SUPPORTED BEAM: AN OPENSEES FRAMEWORK FOR STATIC PUSHOVER, CYCLIC DEGRADATION, STATIC TIME-HISTORY AND DYNAMIC TIME-HISTORY ANALYSIS PYTHON SCRIPTS: https://github.com/salardelavar/OPENSEES_SALAR/tree/main/EIGHT_ANALYSIS_DUCTILITY_DAMAGE_INDEX_%26_ENERGY_DISSIPATION_CAPACITY_INDEX/03_BEAM_ONE_ELEMENT_SIMPLY_SUPPORTED_8_ANA