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Non linear analysis of Shear wall in SAP 2000

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Nepalengineer

Structural
Joined
Aug 27, 2015
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I performed non linear analysis in shear wall but i am not able to interpretation the data . I have attached the obtained push over curve.
If we model a frame plastic hinge will be formed but in multi layer modeling of shear wall I am not able to predict the failure pattern in shear wall and I saw a line in many research paper but couldn't interpreter "shear drift ratio as the deformation measure is done as PER ATC 40 " can any one help me with this.

in_Y-_direction_ckou92.png
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