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
Shear wall element
Moderators: silvia, selimgunay, Moderators
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mmontazeri
- Posts: 4
- Joined: Wed Nov 10, 2010 11:47 pm
- Location: Tehran
Re: Shear wall element
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Mohamad.Montazeri
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Mohamad.Montazeri
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Re: Shear wall element
Buckling needs to be modeled by the user .. large dsiaplacements/small srain can be accomodated using the corotational transformation.
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mmontazeri
- Posts: 4
- Joined: Wed Nov 10, 2010 11:47 pm
- Location: Tehran
Re: Shear wall element
fmk wrote:
> Buckling needs to be modeled by the user .. large dsiaplacements/small
> srain can be accomodated using the corotational transformation.
*****************************************************************************************
Thank You
> Buckling needs to be modeled by the user .. large dsiaplacements/small
> srain can be accomodated using the corotational transformation.
*****************************************************************************************
Thank You
___________________
Mohamad.Montazeri
___________________
Mohamad.Montazeri
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