Shear wall element

[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

[fmk]

Buckling needs to be modeled by the user .. large dsiaplacements/small srain can be accomodated using the corotational transformation.

[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