Seismosoft | Earthquake Engineering Solutions

Dear Huffta

Thanks for your help.

I used infrmFB element in my model. My performance criteria are associated with Notify.

What are the performance criterion in my model? Can you more explain the performance criterion?

Best Regards.

<t>Dear<br/>
<br/>
I read the performance criterion in the help of SeismoStruct. I modeled and analysed a shear wall frame (6 stories). The structure was analysed with incremental dynamic. <br/>
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The results have shown that the analysis log was stopped at 0.85g (scale factor), but the ...

Hello
-I have Academic license for seismostruct and now i want to change windows ,I should get new license key or can use previous license ?
thank you

Dear

I searched modelling of shear wall in the forums of seismostruct, but I didn't find the modelling of shear model.

please, can you introduce reference which explain this problem?

Best regards;

<r>Dear <br/>
<br/>
I modeled a 3D frame with shear wall, but I don't understand that this model is right. I can't find the example. I send my file of example to the e-mail adress <EMAIL email="info@seismosoft.com">info@seismosoft.com</EMAIL>. <br/>
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Please can you consider this file and check ...