The OpenSees Community

Your welcome!

I suggest You to reduce values inside IF Arguments (for both $tol & $dincr) to Achieve more accurecy

Hi to make opensees Faster during Pushover analysis and avoid Convergence problems I have developed some codes. Please let me know if you find any bug by sending e-mail: s.m.montazeri@gmail.com How Does it work? ---> Automaticly Modifies displacement increments during the RUN in case of convergence ...

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

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