Prof. Dr. ISMAIL YILDIRIM
This paper discuss a comparative study of G+9 building with and without shear wall is carried out so as to understand lateral displacement, storey drift and base shear of the building. The main objective of this paper is to reduce the storey drift of the multistoried building by introducing different configurations of shear wall. In the beginning seismic analysis is done by using static linear response spectrum method and based on the results obtained the dimensions of beams and columns are optimized to bring the storey drift within the limit specified as per IS 1893(Part 1):2002. Non linear static Pushover analysis of building is performed and storey responses for the structure is determined. From the obtained results it is concluded that the building with certain configurations of shear wall provides more resistance to lateral loads compared to the building without shear wall and the best configuration of shear wall is identified. The analysis of building is done using software ETABS.