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1
- #1
amirhosein
Structural
- Feb 4, 2002
- 1
Hi
I want to model a steel shear wall using Ansys but there are some problems :
first which way is better to model the side beams and colomns and how can I join the plate and beams and colomns?
how can I model the buckling and postbuckling of the plate
and nonlinear response of it?
thanks
I want to model a steel shear wall using Ansys but there are some problems :
first which way is better to model the side beams and colomns and how can I join the plate and beams and colomns?
how can I model the buckling and postbuckling of the plate
and nonlinear response of it?
thanks