Published Paper Details:

The presents research study is about the seismic analysis and comparison of G+12 storey high RC building with shear-wall combine with x bracings and compared it with the structure by providing the cross bracing at different location of building. The skyscraper is of square geometry of size 25m x 25m with five numbers of bay on each horizontal direction having 5m length of each bay. The proposed type of frame model of the structure used is the special RC moment resisting frame. For conducting the research analysis response spectrum analysis technique which is a linear dynamic analysis is used. The analysis are conducted by the help of Staad.pro series 5 v8i software program. In this study shear-wall combination with cross bracing systems are used to understand seismic responses of the proposed structure. All the structure are compared on the basis of results obtained in terms of base shear, and maximum storey displacement results are compared.