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.
Nonprismatic section
Moderators: silvia, selimgunay, Moderators
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- Posts: 916
- Joined: Mon Sep 09, 2013 8:50 pm
- Location: University of California, Berkeley
Re: Nonprismatic section
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.
Re: Nonprismatic section
Dear Selim,
You’ve made a very good point.
Tnx a lot.
You’ve made a very good point.
Tnx a lot.
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- Posts: 916
- Joined: Mon Sep 09, 2013 8:50 pm
- Location: University of California, Berkeley
Re: Nonprismatic section
FYI. Also the displacement based element allows multiple sections to be input.
http://opensees.berkeley.edu/wiki/index ... mn_Element
http://opensees.berkeley.edu/wiki/index ... mn_Element