Seismosoft | Earthquake Engineering Solutions

<t>Dear Seismosoft,<br/>
<br/>
Now I am carrying out some nonlinear dynamic time-history analysis of multi-storey frame. Before running nonlinear dynamic time-history analysis, I run the Eigenvalue analysis and Static analysis (non-variable loading) in order to check whether the applied mass and ...

<t>Dear seismosoft,<br/>
<br/>
Now I am carrying out some nonlinear dynamic time-history analysis of multi-storey frame. When I want to post-process the analysis results after finishing the analysis, in "Post-processor">"Stress and strain output">"Peak Strains and Stresses", there are some problems ...

<t>Hi Federica,<br/>
<br/>
Thanks very much for your reply.<br/>
Currently I am carrying out some nonlinear dynamic time-history analysis of multi-storey frame, and I am interested in the exact values of internal forces and the local response of the ends of structural member. So for a normal multi ...

<t>Dear Seismosoft,<br/>
<br/>
When I use the infrmFB element formulation, Should I check ¡°carry out stess recovery¡± in project settings?<br/>
<br/>
In additon,when I add the damping to the structual analysis model,and there are two options: in element classes and in damping of project settings ...