Seismosoft | Earthquake Engineering Solutions

Thank you very much huffte,
I'm modeling a mat foundation, how can i model it as a orthogonal slab strips or frame elements?
Is there any classical method?

Hi Seismosoft Team
I'm working on a model to evaluate the effect of the isolation devices to reducing the vibration noise (Impact) of the dynamic device .
it is very important for me to model the foundation in 3 dimension in order to evaluate the performance of isolation device.
Is it possible to ...

I've done an extensive research, but my problem exist yet. I know what is the problem exactly, but I want to know whether there is a solution or not.
the problem is due to the usage of rectangular solid steel section as a gusset plate, if this section changed to the hollow rectangular solid steel ...

Dear Seismosoft Support Team
I'm working on a steel braced frame with modeling the gusset plates as a solid rectangular section. But there is a convergence problem in permanent load. please conduct me to solve the problem.
the model is also mailed to you.

I've downloaded and testes the new version. the problem is solved.
Thanks a lot.

Dear Seismosoft support team
I'm working on the modeling of scissor jack hysteresis damper in steel frame building by IDA analysis, but I faced a problem in analysis. In IDA analysis the first scaling analysis is done without any problem, but the second one did not start and the it is terminated in ...