Seismic Analysis Of Soft Storey Frame High Rise Building Using Shear Wall

Abstract

When it comes to mitigating the effects of an earthquake, shear walls are among the most useful tools. However, the seismic response of a structure may be affected by the presence of doors, windows, and other gaps in the shear wall. In order to better understand behaviour of shear walls with Coupling beams when subjected to seismic stresses, this study provides a summary of the use of finite element analysis. Using the Pushover analysis approach, the finite element program ETABS is used to analyze the structural integrity of a 15-storey frame-shear wall building at the G+ level. The findings of the comparison revealed that arrangement system affects time period, displacement, tale drift, and base shear around the various models.