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Shear Wall Meshing problem in Sap20000
Thanks Adam for your nice comments. I found the error why I'm getting this problem. One more thing I want to ask that when I'm running pushover analysis. Hinges are formed very quickly in shear wall i.e. shear wall reaches maximum concrete and steel stress after a few displacement and sap2000...- majmal11
- Post #3
- Forum: Moment Frame & Shear Wall engineering
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Shear Wall Meshing problem in Sap20000
Hi everyone.....I'm doing pushover analysis of reinforced concrete frame with shear wall.When I try to run analysis in sap2000 without meshing of shear wall I'm getting top displacement approximately 0.25 meters as well as hinges were formed in almost all members.Whereas when I run same problem...- majmal11
- Thread
- Replies: 3
- Forum: Moment Frame & Shear Wall engineering
