Sesimic Pounding of G+6 Building With Different Building System

Authors

  • J. S. R. K. Santhosh Kumar, M. Jagadish, P. Srikar, K. Aravind, B. Sarath Chandra Kumar.

Abstract

Collisions of buildings that exhibit various dynamic characteristics at the time an earthquake is called as seismic pounding. The prime reason for seismic pounding occurrence is not having enough separation gap in between the buildings. Seismic pounding can be controlled by providing safe gap, but required gap is not possible in Metropolitan cities as the density of the population is very high and it is highly uneconomical. In this study seismic pounding on G+6 buildings with different building system using ETABS Software. In this study we will use different building systems like Frame, Full RCC Shear wall, RCC Shear wall on outer peripheral Corners, RCC Shear wall on middle outer peripheral walls, Full RCC Shear walls on inner peripheral walls, Full X-bracing, X-bracing on outer peripheral Corners, X-bracing on middle outer peripheral walls, X-bracing walls on inner peripheral walls, , Full V-bracing, V-bracing on outer peripheral Corners, V-bracing on middle outer peripheral walls, V-bracing walls on inner peripheral walls. Shear walls locates on Full RCC shear walls on inner peripheral walls has better results compared with other system

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Published

2020-05-10

Issue

Section

Articles