Nepalengineer
Structural
- Aug 27, 2015
- 5
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.
![URL]](http://[img [URL unfurl="true"]https://res.cloudinary.com/engineering-com/image/upload/v1443504636/tips/In_x-_direction_foze1a.png[/URL])
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.
