Contents

Opening Page  Introduction  uniaxialMaterials Behavior  SDOF Flexural Model  Model-Comparison Scripts  OpenSees User Manual     title page     Introduction     OpenSees     Model-Building Objects        model Command        node Command        mass Command        constraints objects        uniaxialMaterial Command           Elastic Material           Elastic-Perfectly Plastic Material           Elastic-Perfectly Plastic Gap Material           Elastic-No Tension Material           Parallel Material           Series Material           Hardening Material           Concrete01 Material -- Zero Tensile Strength           Concrete02 Material -- Linear Tension Softening           Concrete03 Material -- Nonlinear Tension Softening           Concrete04 Material -- Popovics Concrete Material           Steel01 Material           Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening           Reinforcing Steel Material           Hysteretic Material           Viscous Material           BARSLIP Material           PINCHING4 Material           Fedeas Materials           PyTzQz Uniaxial Materials              PySimple1 Material              TzSimple1 Material              QzSimple1 Material              PyLiq1 Material              TzLiq1 Material              PySimple1Gen Command              TzSimple1Gen Command           Imposed Deformations for Material Behavior        nDMaterial Command        section Command        element Command        block Command        region Command        Geometric Transformation Command        Time Series        pattern Command        Soil Models and Solid-Fluid Fully Coupled Elements     Recorder Objects     Analysis Objects     Miscellaneous Commands     How To....     Getting Started with OpenSees     Getting Going with OpenSees (under development)     Script Utilities Library     References  Key to Plot Legends  Index  Hysteretic & Hysteretice -- Material Behavior