SEISMIC EVALUATION OF REINFORCED CONCRETE BUILDING

Abstract

The base isolation procedure has been utilized to shield the structures from the earthquake's harming impacts. The expansion of separators at the establishment improves the structure constructions' dependability. Seismic isolation and energy dissemination systems give an effective method of improving the seismic effectiveness of constructions through a typical seismic plan. Such strategies limit seismic loads by changing the inflexibility and damping of the constructions, though customary seismic design requires extra strength and flexibility to withstand seismic loads. Perhaps the main standard in the plan of tremor safe designs is the base detachment strategy. In this present study a G+6 story building analyzed by using Rubber bearing isolation system in seismic Zone V with the help of IS 1893:2016 Code in SAP 2000 Software package. The comparison is made between Rubber bearing system with general building for seismic parameters like story drift, shear force, bending moment, building torsion.