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- Tue Oct 17, 2017 7:14 am
- Forum: Reliability Analysis
- Topic: Non Converging Model SSI
- Replies: 0
- Views: 7370
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 ...