CycLiqCPSP Material

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

Moderators: silvia, selimgunay, Moderators

Post Reply
muggeoz
Posts: 6
Joined: Fri Jan 31, 2020 2:21 am

CycLiqCPSP Material

Post by muggeoz »

Hello, I am trying to practice the “CycLiqCPSP” constitutive model for the analysis of a soil-pile model. I have used the material parameters given in the corresponding paper. However, for a gravity analysis of the 2D soil model (without pile) –i.e. more simple case, 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”