Analysis of G+30 Highrise Buildings by Using Etabs for Various Frame Sections in Zone Iv and Zone V

Abstract

From the ancient time, we know that the earthquake is a disaster causing occasion. Construction is now expanding more quickly than ever before, and engineers and researchers must also bear in mind that any possible sway and resulting damage from earthquakes should be kept to a minimum. In the past, scientists and engineers have experimented with ways to make buildings more earthquake resistant. The adoption of lateral load resisting techniques in the construction layout will significantly improve the performance of the structure during earthquakes, according to several functional studies. The current work will be done for the unique situations for High-rise RC building constructions taking shear wall system and bracing system into consideration. To examine the results of special building structures alongside conventional structures on seismic parameters like base shear, lateral displacement, and lateral drifts, as well as the performance of the structure, analysis and modeling for G+ 30 structures will be done using ETABS as a tool. According to IS 1893-2016, the analysis will be carried out for ZONES IV and V in soil type II (Medium Soils).