NONPRISMATIC

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

Moderators: silvia, selimgunay, Moderators

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nima
Posts: 57
Joined: Thu Jan 31, 2008 8:48 pm

NONPRISMATIC

Post by nima »

Hello,
how can i model a nonprismatic column in lenght direction ?
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
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Post by silvia »

you define different sections along the length by assigning the integration points:

element beamType? eleTag? iNode? jNode? transfTag? UserDefined nIP? secTag1? secTag2? .. secTagN pt1? pt2? .. ptN? wt1? wt2? .. wtN?

where beamType is forceBeamColumn or dispBeamColumn, the others being self explanatory.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
nima
Posts: 57
Joined: Thu Jan 31, 2008 8:48 pm

Post by nima »

Thank you very much, dear Silvia.
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