Seismosoft | Earthquake Engineering Solutions

<t>Hello<br/>
<br/>
I want to model a two dimensional steel moment frame under earthquake loading. I am interested in obtaining information on the local stress state of structural elements (e.g. beam moment distribution), I want to apply all dead and live loads as gravity load by defining additional ...

<t>I have modeled a steel moment frame with inelastic plastic-hinge force-based frame element and bilinear steel model. I want to push the structure in a pushover analysis when I change the plastic hinge length the initial stiffness of pushover curve changes and also when I perform eigen value ...