Seismosoft | Earthquake Engineering Solutions

Hi Huffte
Thanks a lot. I would like to mention that the links works correctly in static pushover analysis.But, the seems to have problem in Time history analysis.

Best regard,

<t>Hi Huffte<br/>
Thank you a lot for your guidance. Based on your suggestions the required time of my analysis decreases. But, I think the axial force of braces are not appropriate. I think the axial force of each brace and the links attached to it should be the same. However, their axial forces ...

Hi Huffte
I would appreciate if you take a look at my model.
I have sent it to you by Email.

<t>Hi Huffte<br/>
I have done what you suggested. However, the same message appears after passing several time steps. if I use dt=0.01 this message will not appear, but it took several hours just for few steps. It is worth mentioning that I have utilized nonlinear link to model buckling in braces ...

<t>Hi<br/>
I have modeled a two dimensional braced frame.I have done static and adaptive pushover analysis without any problem.But, when I want to apply dynamic history analysis this message appears:<br/>
"Unable to apply the next load step"<br/>
I have fully read the forum and help system and ...