Seismosoft | Earthquake Engineering Solutions

Hi,

Does infrmDBPH element consider shear deformation?

<t>Hi Ricardomonteiro,<br/>
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Thank you. I have assigned the x+y+z+rx+ry+rz support at the bases. I used infrmbd elements, therefore member ends are not moment released. I am trying just to analyze it for in and out of plane permanent load. My ultimate goal is to perform pushover analysis. Can I ...

Hi,

I need to model a structure, with 3 columns in a line. With this model, I need to calculate both in and out-of plane behavior together. So, is it possible?

Thanks

<t>Hi, I found static pushover analysis and adaptive pushover analysis. Can I do modal pushover analysis in here?<br/>
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In the reference for the concrete confinement factor is recommended to follow the paper of Mander. That is fine. However, this paper deal with regular solid section. How can I ...

Is it possible to model a box girder in seismostruct? Is there any section designer option in here like SAP2000?