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UCSD Soil Models

This chapter describes the user interfaces for: 1) a number of NDMaterial models developed for simulating nonlinear, drained/undrained soil response under general 3D cyclic loading conditions

Please visit http://cyclic.ucsd.edu/opensees for examples.

This documentation is last updated at 8/5/2005 by Zhaohui Yang (zhyang@ucsd.edu) and Ahmed Elgamal (elgamal@ucsd.edu).

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FluidSolidPorousMaterial

PressureDependMultiYield Material

PressureDependMultiYield02 Material

PressureIndependMultiYield Material

updateMaterialStage

updateParameter

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