Never done A pseudo Static analysis before using Plaxis so wanted to know whats the best way to do a pseudo static analysis in Plaxis?
do we need to change the static soil parameters to seismic soil parameters or its just applying the ground acceleration coefficient in X and Y direction?
Also how it will calculate and apply the dynamic earth pressures and hydrodynamic forces?
I agree with Rushan here. Please start checking our articles and Reference manual to understand how the pseudo-static analysis works in PLAXIS.
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