Hi,
I'm performing some linear transient analysis, I was able to get good results with the modal transient analysis. But if I try to set the same problem as a direct transient problem I get a rigid motion of the plate. I was having the same issue with the modal transient that was solved using the PARAM ENFMOTN set to REL.
Is there something like that for the direct transient analysis or I can only perform a post process operation and subtract the SPCD displacements "by hand"?
thank you for every help, find attached the fem files of both analysis.
Antonio Tommasuolo