International Research Journal of Education and Technology

Extinct earthquakes events demonstrate that, a building with irregularity is vulnerable to earthquake damages. So as it's essential to spot the seismic response of the structure even in high seismic zones to cut back the seismic damages in buildings. Objective: The most important objective of this study is to grasp the behavior of the structure in high seismic zone III and also to evaluate Storey overturning moment, Storey Drift, Lateral Displacement, Design lateral forces. For this purpose a 14 14-story-highilding of four different shapes like Rectangular, sloping ground, sslopingground with bracing in steel , and sloping ground with bracing in RCC are used as a comparison. The complete models were analyzed with the assistance of STAAD.Pro 2016 version. In the present study, Comparative Dynamic Analysis for all four cases have been invhasgated to evaluate the deformation of the structure. Results & Conclusion: The results indicates that, building wih sbuildingsregularity produces more deformation than those with less irregularity particularly in high seismic zones. And conjointly the sstoryoverturning moment varies inversely with height of the a storey. The storey base shear for regularbuildingsg is highestcomparede toirregular-shapede buildings.

Keyword: - Rectangular Building, sloping ground , sloping ground with bracing in steel, and sloping ground with bracing in RCC Static Force and Seismic Force, Bending Moment, Lateral Displacement, Story Drift.