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Every civil engineering construction, whether it is a building, transportation infrastructure, a dam, earth retaining structures, or a tunnel, must be built on the ground.Previous earthquakes resulted in the dramatic collapse of high-rise reinforced concrete structures Buildings with closely spaced structures in a densely inhabited region.Because of the increasing Because of urbanization and land constraint, the need for high-rise constructions has increased created in earthquake-prone locations with less-than-ideal geotechnical constraints regions.The interaction of the three systems affects the deformation of a structure during earthquake excitation: the structure, foundation, and underlying soil and encircling the foundation.The conventional method of seismic analysis of structures Assuming the structure is stationary at its base, ignoring the influence of soil-structure interaction.The primary goal of this research is to create a three-dimensional reinforced concrete moment resistant framed structure that incorporates soil-structure interaction.The study contains a numerical model of a G+10 high-rise RC structure created with a numerical tool.Structural Analysis Program 2000 (SAP2000) and perform response spectrum analysis in accordance with IS: Time history study of four big earthquakes from 1893 to 2016.
A Sat, study studied this question.