Seismosoft | Earthquake Engineering Solutions

I am working on a RC moment frame with masonry infill building. For the pushover analysis I want to get the response of the masonry infill. Is there any way to define performance criteria for the masonry infill strut?

Dear Mazumder,

You cannot define preformance criteria for infill elements in SeismoStruct. You may get the infills' forces and deformations from the Post-Processor.