Seismosoft | Earthquake Engineering Solutions

<r>well.. I use FB elements and I select 3 integration sections for each element. I have defined the strains and the stresses in the nonlinear material models. Then I define in the performance criteria menu the limiting strains for fracture,yielding,crush in the concrete cover,crush in the concrete ...

Thank you very much huffte:) well I tried to find the answer in the forum but for now...nothing helped me:?

<t>Hi everybody:)I think I have a problem with my results and I want to ask a couple of question because this is the first time I use Seismo struct and I have some difficulties with understanding how it works.I am doing Time history analysis for a 234m high chimney.I apply an accelerogram and then I ...

hi:)I'm really sorry for the stupid question but this is the first time I should work with seismo struct and I want to ask what exactly is the displacement target and how does it affect the stresses in the elements of the structure!thank you veru much