A Study between Zone 4 and Zone 5 of G+20 High-Rise Building Using ETABS Software: A Review

Abstract

These People moved from rural to urban areas as a result of the industrial revolution and population increase, necessitating the development of multi-story buildings for both residential and commercial purposes. Because tall structures are not built to withstand lateral loads sufficiently, the structure collapses completely. Construction of earthquake-resistant buildings takes into account a number of factors, including the building's intrinsic frequency, damping factor, kind of base, significance, and ductility. In order to design earthquake-resistant structures, it is crucial to comprehend seismic analysis and provide safety against the seismic pressures of multi-story buildings. The objectives of the present work are to study the behavior of a multi storied RC building in live structure located in Pune (India) in plan subjected to earth quake load by adopting Response spectrum analysis. In the context of your thesis, this refers to analyzing and comparing the building's response under different seismic zones (Zone 4 vs. Zone 5) to assess how the level of seismicity affects the structural behavior. The present study is limited to reinforced concrete (RC) multi-storey commercial building with two different zones IV & V. The analysis is Carried out with the help of FEM software’s ETABS. G+20 Multi-Storey Building with Basement, 3 podium Floor and 14 storey (Including future expansion). High-rise buildings have unique structural challenges due to their height, especially under seismic loading. Different values of Seismic Zone Factor are taken and their corresponding effects are interpreted in the results.