Hello, everyone,I am interested in deriving force-displacement or moment-rotation diagrams of a foundation element (modelled as a volume element) in a dynamic analysis with plaxis 2D or plaxis 3D. I was thinking of introducing a dummy interface or plate acting as an integrator of the force distribution. Is it possible to integrate the entire force distribution in a volume element (the foundation in this case)? How can this be achieved for all time instants of an earthquake?Any advice is welcome.Thank youTranslated with DeepL