• MD HABEEBUR RAHMAN
• Dr. P. Lakshmaiah Chowdary

We have known since the beginning of time that earthquakes can cause disasters. In modern times, buildings are getting smaller and more prone to sway, which makes them dangerous during an earthquake. To make buildings more earthquake resistant, scientists and engineers have experimented in the past. The use of lateral load resisting techniques in the building configuration has significantly improved the performance of the structure in earthquakes, according to numerous practical reports. The work has been done for various situations using shear walls and bracings for unusual heights, and the highest height considered for the reward gain knowledge is 93.5m.The modelling is performed to investigate at how seismic characteristics like base shear, lateral displacements, and lateral drifts will change under unique conditions and at particular heights. As outlined in IS 1893-2002, the implementation of the knowledge has been made for Zones II, III, IV, and V in all types of soils. In this study the behavior of a G+30 Buildings are designed as per IS: 456 and later subjected to earthquake loads & Wind loads. ETABS (Extended Three dimensional Analysis of Building Systems) tool have been used to analyze the high-rise buildings. Further performance analysis has been carried out and comparison is done for various zones.

"Analysis and Design of G+30 High-rise buildings by using ETABS for various frame sections in seismic zones", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 7, page no.a176-a184, July-2022, Available :http://www.jetir.org/papers/JETIR2207023.pdf

"Analysis and Design of G+30 High-rise buildings by using ETABS for various frame sections in seismic zones", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 7, page no. ppa176-a184, July-2022, Available at : http://www.jetir.org/papers/JETIR2207023.pdf