Nonprismatic section

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

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susan
Posts: 110
Joined: Sun Mar 02, 2008 12:10 am

Nonprismatic section

Post by susan »

Dear all,

I wanna model a gable frame steel structure (industrial building). Could you please guide me how I can make the nonprismatic sections?

Tnx.
selimgunay
Posts: 916
Joined: Mon Sep 09, 2013 8:50 pm
Location: University of California, Berkeley

Re: Nonprismatic section

Post by selimgunay »

You can divide your element into several elements and assign different sections (or I and A depending on the element that you use) to each element. If you use enough number of elements, you can have a good enough approximation.
susan
Posts: 110
Joined: Sun Mar 02, 2008 12:10 am

Re: Nonprismatic section

Post by susan »

Dear Selim,

You’ve made a very good point.

Tnx a lot.
selimgunay
Posts: 916
Joined: Mon Sep 09, 2013 8:50 pm
Location: University of California, Berkeley

Re: Nonprismatic section

Post by selimgunay »

FYI. Also the displacement based element allows multiple sections to be input.

http://opensees.berkeley.edu/wiki/index ... mn_Element
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