Shear wall element

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mmontazeri
Posts: 4
Joined: Wed Nov 10, 2010 11:47 pm
Location: Tehran

Re: Shear wall element

Post by mmontazeri »

Dear Dr.Silvia
I start using OPENSEES recently.
I have a Same problem with shear wall modeling.
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The question is: Does the fiber nonlinear beam-column element Consider buckling & large deformation necessities for a steel shear wall model?

Thanks
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Mohamad.Montazeri
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fmk
Site Admin
Posts: 5884
Joined: Fri Jun 11, 2004 2:33 pm
Location: UC Berkeley
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Re: Shear wall element

Post by fmk »

Buckling needs to be modeled by the user .. large dsiaplacements/small srain can be accomodated using the corotational transformation.
mmontazeri
Posts: 4
Joined: Wed Nov 10, 2010 11:47 pm
Location: Tehran

Re: Shear wall element

Post by mmontazeri »

fmk wrote:
> Buckling needs to be modeled by the user .. large dsiaplacements/small
> srain can be accomodated using the corotational transformation.
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Thank You
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Mohamad.Montazeri
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