Our tunnel team is trying to do some seismic analysis on our FE design models

Our tunnel team is trying to do some seismic analysis on our FE design models but not sure whether we are following the best procedure that works best with Plaxis or not and I would be very appreciated if give us some advise.
To simulate seismic on our model, we apply displacements on X direction over the four boundaries of the FE model. Please let us know if it is the best way to do seismic analysis on Plaxis model?

pp Siamak Aghili

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