Seismosoft | Earthquake Engineering Solutions

Dear All,

First of all, thank you very much for kind help and support that you provide continuously.
SeismoDev was sent to me upon my request previously. My goal is to create a new steel material and spring element (F-D relationship) and then adding them to SesmoStruct in order to do my structural ...

Thank you very much for your valuable help.

Dear All,

I want to model a non seismic designed RC frame, so I do not want to close the stirrups (which is the default option in SeismoStruct). Is there a possible way to do that?

Thank you,

Thank you very much for these useful information.

Dear All,
First of all, I would like to thank all the supporting stuff and the other people who are helping in answering the qusetions. I want to creat my own material model which is based on some experimental results, so can I create my own stress-strain curve for the steel in SeismoStruct?
Also ...

Hello All,

Are there interface elements in SeismoStruct2016? I need to model the corrosion effect in RC frame structure. Therefore, I need to place an interface element between the reinforcement surface and concrete. Could I do that in SeismoStruct?
Thank you in advance for your kind cooperation.

Dear Z.gronti,

Thank you very much for your kind reply. Could you please guide me on how to calculate the maximum inter-storey drifts?

Thank you in advance for your kind cooperation.

Hi All,

How SeismoStruct calculates the relative displacement? I specified two node to calculate the relative displacement to get the response maxima of relative displacements vs incremental time steps. However, when I subtract the displacements of Node1 from the displacements of Node 2, I dont get ...