Seismosoft | Earthquake Engineering Solutions

<t>I defined the element class using the FB frame element but now I want to change it for the DB frame element. I click the edit button for opening the element class window but the element type field is inactive.<br/>
How to change the element type?<br/>
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I use many element classes for element ...

<t>I want to simulate a test of a RC frame under cyclic static displacement.That is a very usual test. The maximum displacement is 170mm, but when the displacement reach to the 30mm, the analysis terminated. How to make the analysis convergency better.I use the MP model for rebar and Mander model ...

I find that the number of the left-right or the top-bottom rebars can't be set as 1 (change red color) I don't know why has the limitation. Thank you very much!

I think it is better that the rebar's strength or elastic modlous can differ from each other.
hope next version can add this function

<t>During I use the Seismostruct, I find that the RC section just support ONE type of rebar. But usually we may using two or more type rebars ( i.e.the different strength )Why not support more type rebars? I need the function very much!<br/>
PS:one rebar can have it's own parameters of the material ...