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...
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...