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buckling in concentrically brace

Posted: 17 Apr 2015, 14:55
by avenger88
hi seismostruc

how to modeling buckling in concentrically brace steel frame and pushover analysis ?
tnx

Re: buckling in concentrically brace

Posted: 19 Apr 2015, 00:50
by seismosoft
If you wish to model buckling, you should introduce introduce initial imperfections together with a relatively refined meshing (e.g. 4 elements) of the member.
Carry out a search in the forum for the term 'buckling' for further information.

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