truss buckling

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tangzhen
Posts: 30
Joined: Thu May 30, 2013 4:58 am
Location: HIT

truss buckling

Post by tangzhen »

I use the corotTruss element in a large span space structure in opensees. How can I deal with the buckling in corotTruss element when I do some dynamic analysis. Is there any other element or material in opensees related to this problem. Also, I want to know which papers I need to read in order to understand the process of a truss buckling problem. Thanks a lot , wait for reply.
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