Study & Analysis of G+10 High Rise Structure Earthquake Resisting Building in Zone V Using Staad Pro

Abstract

In this research design of G+10 High Rise Structure has been analyzed. Shear wall systems are one of the most commonly used lateral load resisting systems in buildings. Shear walls are one of the most efficient lateral force resisting elements in buildings. In the seismic design of buildings, reinforced concrete structural walls, or shear walls, act as major earthquake resisting members. Shear walls have very high in plane stiffness and strength, which can be used to simultaneously resist large horizontal loads and support gravity loads, making them quite advantageous in many structural engineering applications. The study focuses on G+ 10 high rise structures located in seismic zones V of India with shear walls at corners of the external walls and without shear wall as bare frame. Model one is bare frame structural system and other models have corner of shear wall at corner. Equivalent lateral force static method is used for analysis in STAAD Pro Connect Edition V22 software and structure was assumed to be situated in zone V. From analysis some parameters are determine like base shear, storey drift and displacement of a structure.