Seismosoft | Earthquake Engineering Solutions

<t>Sorry for disturbing again. I finally managed to model elastomeric bearing with a linear symmetric + gap/hook element. However the problem turns out to be now that after reaching the defined gap displacement in one direction there is a lock and the displacement does not change sign with the ...

Is it possible to assign a post yield hardening ratio greater than 1?

<t>i would like to model bridge elastomeric bearings with SeismoStruct which have elastic stiffness and a displacement limit where after displacement remains constant but the load is transferred to the next element. If linear elastic link is chosen i can not limit the displacements, if the gap-hook ...

<t>Thank you very much<br/>
Best Regards<br/>
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UPDATE! We have now packaged SeismoStruct with a new Installer that will allow to install and run SeismoStruct (32-bit version) in Windows Vista 64bit. This new version is available as of today from the Download section of our website.<br ...

I can not install seismostruct on Windows Vista 64 bit. Is there a way to overcome this problem? Is there a 64 bit version?
Thanks