Seismosoft | Earthquake Engineering Solutions

It would be fantastic to be able to show performance criteria for non-linear truss elements as well. Especially when they are used in conjunction with frame elements, users could produce better and more complete color graphics as output, and it would reduce post-processing time.

Thanks!

Dear Pio Miranda,
Thank you for your suggestion. In fact this is already included (together with performance criteria for link elements) in our list of future developments of SeismoStruct.

SeismoSoft Support