When I apply the acceleration in the pseudo-static calculation (Plastic phase), can the displacement output be interpreted as the displacements that the earthquake generates? or how can I interpret the output of this analysis?
Dear Juan,
A similar question has been asked before in our Forum. Here is the link to the question:https://communities.bentley.com/products/geotech-analysis/f/plaxis-soilvision-forum/195789/displacements-obtained-from-pseudostatic-slope-analysis/581864#581864
Note that we have also a detailed Wiki article posted on Fundamentals of pseudo-static analysis in PLAXIS:communities.bentley.com/.../fundamentals-of-pseudo-static-analysis-in-plaxis