Transient Analysis
| AccelerationIntegral | determines displacement and velocity history for given acceleration history |
| DuctilityDemandSpectrum | determines the ductility demand spectrum for given acceleration history |
| EigenMode | determines eigenfrequencies and eigenmodes of structural model |
| ElasticResponseSpectrum | determines the elastic response spectrum for given acceleration history |
| InelBilinSDOF_Newmark | determines the response of inelastic bilinear SDOF system to acceleration history with Newmark's method |
| InelSDOF_Newmark | inelastic response of SDOF system to acceleration history with Newmark's method |
| InelasticResponseSpectrum | determines the inelastic response spectrum for given acceleration history |
| LDRitzVectors | generation of mass and stiffness orthogonal Load Dependent Ritz vectors |
| LSDOF_CentralDifference | determines the response of linear SDOF system to acceleration history with central difference method |
| LSDOF_LinearWilson | transient response of linear SDOF system by exact integration of piecewise linear excitation |
| LSDOF_Newmark | determines the response of linear SDOF system to acceleration history with Newmark's method |
| ModalAnalysis | determines modal response history for given transient loading |
| ModeDecomposition | determines eigenmode participation factors of given vector V |
| OneTransientIteration | single equilibrium iteration under transient conditions |
| TimeIntegrationConstants | constants of time integration strategy |
| TransientIncrement | load incrementation and state advance under transient conditions |
| TransientInitialize | initialize State variables for transient response analysis |
| TransientIterate | equilibrium iterations until convergence under transient conditions |
| TransientStateDetermination | structure state determination under transient conditions |
| Update_TransientState | final state determination under transient conditions, reset increments and history |