Contents

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