Contents
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 (Fedeas Material)
Concrete03 Material -- Nonlinear Tension Softening (Fedeas Material)
Concrete04 Material -- Popovics Concrete Material (for Mander Model)
Steel01 Material
Steel02 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening
Steel03 Material -- Giuffré-Menegotto-Pinto Model with Isotropic Strain Hardening (Source Code Available)
Reinforcing Steel Material
Hysteretic Material
Viscous Material
BARSLIP Material
PINCHING4 Material
Fedeas Materials
Bond01 Material
Bond02 Material
Hyster_1: Bilinear Hysteretic Model with Damage
PyTzQz Uniaxial Materials
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
Index