Seismosoft | Earthquake Engineering Solutions

Dear all
Hi, in post yield strain hardening icon, how can i define 3% strain hardening ratio, should i type 3 or 0.03? there is no any example for this.
Tnx

<t>Dear all, <br/>
i work on MDOF and SDOF inelastic demands comparison for a constant ductility. So i developed a code which changes the ground motion scale factor to reach target ductility for MDOF. Also i developed equivalent SDOF system with same period and mass to MDOF. Also i developed a code ...

<r>Dear All<br/>
Hi<br/>
I am trying to run Force-based adaptive pushover but the run doesn't complete. I attached my model and appreciate any friends to check my model and give me some recommendations abut the error.<br/>
This is the error : Unable to apply the entire phase<br/>
Download Link ...

<t>Dear all<br/>
I modeled a series of 2d smrf frames and analyzed models under nearfield motions with forward directivity. So i like to record energy dissipated in selected element during earthquak to compare the results with ordinary motions. Please gie some guide.<br/>
it is good to say thank you ...