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im_pce
Posts: 27
Joined: Fri Feb 01, 2008 8:58 pm
Location: USA

element

Post by im_pce » Thu Feb 07, 2008 8:48 am

Hello,

I would be pleased if anybody could help me to select an appropriate element for modeling a 3D truss structure to achieve a nonlinear time history analysis.

Thanks,
Iman

silvia
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Post by silvia » Thu Feb 07, 2008 2:54 pm

you can either define the cross section or a uniaxial material with a constant section, using the truss.

if you are dealing with large deformations, you might want to consider the corotational truss.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104

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