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by shearroy
Fri Jan 19, 2024 11:50 pm
Forum: OpenSees.exe Users
Topic: CycLiqCPSP
Replies: 0
Views: 15680

CycLiqCPSP

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 enco...