Contents
title page
Introduction
OpenSees
Model-Building Objects
model Command
node Command
mass Command
constraints objects
uniaxialMaterial Command
-- Contributed Uniaxial Materials
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
Hysteretic -- Material Behavior
Effects of Hysteretic-Material Parameters
Viscous Material
nDMaterial Command
section Command
element Command
Contributed Material, Element, etc. Sets
block Command
region Command
Geometric Transformation Command
Time Series
pattern Command
rayleigh command
setElementRayleighDampingFactors
Recorder Objects
Analysis Objects
Miscellaneous Commands (NEW commands)
How To....
Geotechnical Modeling Guides
Getting Started with OpenSees
Getting Going with OpenSees (under development)
Script Utilities Library
References
Index