How to set performance criteria for masonry infill

[rkmazumder]

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?

[z.gronti]

Dear Mazumder,

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