Shear wall analysis and optimised design for high rise buildings using ETABS

Abstract

Increased population density in India necessitates the development of urban areas in particular. Structural engineers in seismic zones around the planet also put pressure on multistory structures to be built with inconsistencies in stiffness, because they realize that these structures will be subject to seismic loading. In comparison to prior high-rise buildings, today's high-rise skyscrapers are more appealing and thin, which contributes to the chance of more sway. The dynamic response of tall buildings will be monitored by developing basic methodologies for tall buildings. With more appropriate construction types, such as shear walls and tube structures, as well as improved material qualities. The integrated structural operation of floor and roof structures with walls is overall project standard of current wall construction frameworks for behavior walls. The floor structure distributes vertical and lateral stresses to the walls, which are then transferred to the foundation, which acts as a diaphragm. Shear walls that are comparable to lateral charge method resist lateral forces from wind and earthquakes. Shear resistance and resistance to overturning allow these shear walls to transmit lateral stresses to the base. The current study covers a 45-story building with a platform up to the fourth floor level.