Hi again,
I'm Martina and I'm working together with Fabiola in this project. We are modeling a 2D site response of a multilayered deposit, as mentioned above. In order to model the degradation of soil’s secant shear modulus with the change of shear strain we used the PIMY ...
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- Fri Jul 15, 2022 9:22 am
- Forum: Get Started Discussion
- Topic: Dynamic analysis doesn't run
- Replies: 11
- Views: 5707