CycLiqCPSP

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

Moderators: silvia, selimgunay, Moderators

Post Reply
shearroy
Posts: 1
Joined: Fri Jan 19, 2024 11:37 pm

CycLiqCPSP

Post by shearroy »

Hello, I am trying to practice the “CycLiqCPSP” constitutive model . I have used the material parameters given in the corresponding paper. However, when the gravity analysis elasticity phase of the 2D soil model is completed and the elastic-plastic stress-strain response analysis begins, I have encountered with convergence problem. Can anyone have an idea about the problem or Is there any example using “CycLiqCPSP” constitutive model for static and/or transient analysis?
Top
Post Reply

Return to “OpenSees.exe Users”