Investigation for Base Shear and Roof Displacement for Multi-Storey Building with Different Location of Shear Wall Using STAAD Pro

Abstract

Shear wall systems are one of the most commonly used lateral load resisting in high rise building. Shear wall has high in plane stiffness and strength which can be used to simultaneously resist large horizontal loads and support gravity loads. Incorporation of shear wall has become inevitable in multi-storey building to resist lateral forces .It is very necessary to determine effective, efficient and ideal location of shear wall. In this paper, study of 25 storey building in zone V is presented with some preliminary investigation which is analyzed by changing various position of shear wall with for determining parameters like bending moment ,base shear and roof displacement. This analysis is done by using standard package STAAD. Pro
DOI: 10.17762/ijritcc2321-8169.150807