Seismosoft | Earthquake Engineering Solutions

Thank you for providing so many references. I will study these references well! Thank you very much.

<t>The seismic performances of a frame-core tube structure will be evaluated by me. But there are many holes on the shear walls of RC core tube leading to how simulate the coupling beam well. Is it possible to simulate coupling beam in seismostruct? I'm hope that the supporrter would give me some ...

Hello!Supportor!

When new version of seismostruct could be download? Because the old version will be expire on 30th June.

Thank you very much!

<t>Dear SeismoSupport:<br/>
how to simulate the cable structure in Seismostructure?<br/>
I have tried many methods to simulate cable. For example I used trusses in series to simulate the cable. Another method is beam elements are in series and hinged link use between each beam element. But I found ...

<t>Dear Seismosupport<br/>
The old version result file can't be read in the new verison 5.0.0 and the programme hint me that I must run analysis again in new version. Could you give me some advice that I could read the old version result file because it would spend much time if I run analysis again ...

Dear SeismoSupport:
When new version will be released? Because the expiration data of Seismostruct that I'm using now is 2009-12-31.
Thank you very much!

Dear Seismosoft Support:
I must apologize for my mistakes and lead to viscous damper doesn't work. When I corrected , the displacement of roof was obviously decreased.

<t>Dear Seismosoft Support:<br/>
I am doing some investigation about viscous damper using Seismostrut. A shaking table test, which is a three-storey RC frame with one bay in the x-direction and two bays in the y-direction, have been simulated successfully by me. And then I tried to add viscous ...

<t>Hello,seismosoft support!<br/>
I encounter the same problem and I have tried to add a very small amount of distributed mass to some elements(e.g. beam)in a multistorey RC structure,but the result is still disconverge. Could you give some advises?<br/>
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At the same time, I use the same model ...

<t>I'm glad to receive your reply and thank you very much!<br/>
<br/>
I still have a question about subdivision of inelastic frames, for example, how many elements should generally be subdivided for beams and columns in a portal frame stated above?<br/>
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As I known, if the element formulation ...