Seismosoft | Earthquake Engineering Solutions

<t>Fortunately I've managed to solve the problems I had. But still, when trying to introduce the preformance criteria for a tensioned brace, I obtained different strain results/ each discretized element.<br/>
i hope they will improve the introduction of performance criteria, in order to obtain ...

<t>I have another question: I have applied a pushover analysis to a mrf, and than I have added a brace(to the same frame), as I've describet earlier(pinned with single DOF), and the MRF has both higher rigidity, and higher force at the same displacement. This is not a normal behaviour and I wanted ...

<t>I need to perform a pushover on a CBF (composed of cbf frame on the middle, and 2 frames on the sides), so the beams need to be pinned. I tried adding structural nodes with equal coordinates to the end of the beams(where I already had nodes), and change the beam's end points to new ones, and then ...