Analysis Of G+20 Rc Building In Different Zones Using E-Tabs

Abstract

The race towards new heights and architecture was not without difficulties. The stiffness of the structure becomes more important as the building grows in height. Because of dominating lateral loads, tall structures began to ascend higher and higher facing odd loading effects and very high loading values. Power, serviceability, stability, and human comfort are the design requirements for tall buildings. Therefore, the effects of lateral loads such as wind loads and earthquake forces are becoming increasingly significant and almost every designer faces the problem of providing sufficient strength and stability against lateral loads.The goal of this research is to study the behavior of a multi-storey R C building subjected to earthquake load through the adoption of a linear static analysis. The current research is restricted to multi-storey reinforced concrete (RC) commercial buildings with FOUR distinct zones II, III, IV & V. The review is carried out using the ETABS of FEM software. In the analysis, the building model has twenty-one levels with a constant floor height of 3 m. The effects of lateral load on moments, axial forces, shear force, base shear force, maximum floor drift and tensile forces on the structural structure are analyzed and the findings of zone 2, zone 3, zone 4 also zone 5 are also compared. Various seismic zone factor values are taken with their subsequent results be interpreted in the findings. The parameters of the construction model, such as base shear, displacements, floor drifts and floor shear, were studied and interpreted in this project