Contents

title page  Introduction  OpenSees  Model-Building Objects     model Command     node Command     mass Command     constraints objects     uniaxialMaterial Command        -- Contributed Uniaxial Materials           BARSLIP Material           Bond_SP01 - - Strain Penetration Model for Fully Anchored Steel Reinforcing Bars           Concrete04 Material -- Popovics Concrete Material           Fatigue Material           Limit State Material              Shear Limit Curve              Axial Limit Curve              Shear Limit Curve              Example Files for Limit State Material           PINCHING4 Material           PyTzQz Uniaxial Materials           Reinforcing Steel Material           Concrete07 – Chang & Mander’s 1994 Concrete Model        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        Steel01 Material        Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening        Hysteretic Material        Viscous Material     nDMaterial Command     section Command     element Command     block Command     region Command     Geometric Transformation Command     Time Series     pattern Command  Recorder Objects  Analysis Objects  Miscellaneous Commands  How To....  Getting Started with OpenSees  Getting Going with OpenSees (under development)  Script Utilities Library  References  Index