Buckling of column

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amin_asareh
Posts: 15
Joined: Sun Dec 17, 2006 2:21 am
Location: kntu university of technology

Post by amin_asareh »

You can see the buckling in a column by using a nonlinear beam-column and giving it an imperfection of say L/1000 which L is the length of the column. you also have to use corotational geotransformation option instead of P-delta and linear.with these discriptions you can see a member buckling.
ASAREH
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pejman_opensees
Posts: 123
Joined: Tue Oct 31, 2006 10:40 am
Location: k.n.toosi University

Post by pejman_opensees »

In useful script room, I got a post for postbuckling behavior. Have a look.
Pejman
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