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by konsmous
Tue Oct 17, 2017 7:14 am
Forum: Reliability Analysis
Topic: Non Converging Model SSI
Replies: 0
Views: 1321

Non Converging Model SSI

I'm modeling the response of a single DOF structure in earthquake excitation. My soil model is made from 1X1 quad elements ( PressureIndependentMultiYield-Medium Clay) and I have 3 intervals. 1st for elastic gravity analysis, 2nd gravity with activated plastic response and 3rd with the motion using ...