Seismosoft | Earthquake Engineering Solutions

Hi

I am facing the same problem, I need to model the SMA with residual deformation but couldn't find a way to do that.
I already send a request to (support@seismosoft.com), how can i get the seismoDev?

Hi ,

It is a bridge, I performed pushover analysis to it and Response analysis as well, the record I am using has a 0.4 PGA .
In pushover, the structure withstands 0.5 m in displacement and showed reasonable strain values in the elements (as I predefined strains for certain damage states, however ...

Hi
I went through the sesimo-struct manual and the seismo-struct convergence solving video as well, and searched here for a solution to my problem
despite all that, I couldn't find a solution to my problem and because of that I posted my problem here.

I already did response spectrum analysis and ...

Hi

I am facing issues with Dynamic Time History Analysis it researches a certain step and starts to give Max_tol, prd_lte, and terminates. I changed the converging criteria and element tolerance. This helped to apply the whole record, however, after looking at the strains in the elements they seem ...

Hi ,

I went through the manual and performed all the steps, however, still I am facing the same problem

Hi

I am facing a Convergence problem in my Seismostruct model when I am using linear and Tri-linear springs in the bridge piles. I performed Eigenvalue analysis and Respons spectra analysis without any problems, however, when I ran the pushover analysis it shows me convergence problems after 9th ...