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This document discusses earthquake-induced shear concentration in exterior shear walls above transfer structures in tall buildings. It presents a qualitative model to simulate how local deformations of the transfer structure can cause shear concentration in exterior walls. A parametric study using finite element analysis validated the model and investigated factors influencing shear concentration. The study found that differences in rotation between the core wall and exterior walls at the transfer level, al
- Author
- vinoth
- Language
- EN