Contents
title page
Introduction
OpenSees
Model-Building Objects
model Command
node Command
mass Command
constraints objects
uniaxialMaterial Command
nDMaterial Command
Elastic Isotropic Material
J2 Plasticity Material
Plane Stress Material
Plate Fiber Material
Contributed nDMaterials
nDMaterial MultiaxialCyclicPlasticity Soil Model
UC Davis Soil Models
UC San Diego Soil Materials and Elements (Oct 2008)
PressureDependMultiYield
PressureDependMultiYield02
PressureIndependMultiYield
PressureIndependMultiYield material is an elastic-plastic material in which plasticity exhibits only in the deviatoric stress-strain response. The volumetric stress-strain response is linear-elastic and is independent of the deviatoric response. This mate
updateMaterialStage
updateMaterials
parameter, addToParameter, and updateParameter
References
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