Hi, I am doing pseudo static analysis in earth dam to calculate the yield acceleration for different geometry and property configurations. I have questions about the boundary conditions to calculate this value, because my ky_crit change depending if my…

Hello everyone, I want to do pseudostatic analysis with Python scripting. However, I cannot find the right command to activate pseudostatic load as I would in Staged construction on the GUI. Does anyone know how to do this? I tried both set and setproperties…

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?

My first phase is Gravity loading, do I need to create a second Plastic phase and apply the acceleration in this phase and then do the Safety calculation? or can I do it from the initial phase?

Hi, I've just read your note regarding pseudo static acceleration. I tried to do that but I couldn't find applied pseudo static acceleration information in output window? Also, in order to do seismic stability analysis, could you confirm the sequence…