Abstract
Construction is doneusing Indianstandard codeandboundary conditions method.Structural analysis determines the general shape andcorrectdimensions of all structures so that they can perform theirintended functionsand withstand the forces acting on themduringtheir useful life. The mainobjectiveis to designa structurethatis robustandable to withstand majorearthquakes that may occur during the useful lifeof the buildingwithoutdamage.Structuralmaterialsmust besufficientlyductile to absorb and release energyduringdeformation toprevent failureduringmajorearthquakes. This means that deformation beyond the yield point can be tolerated withouthighstrength. The response method was used for the seismic analysis of RCbuildings(G 9) in this study.Thisstudyisbased on Indianstandard codeand structuralanalysis was doneusingitsETAB software. Thesurvey evaluated thestructure in seismic zone IIIand groundG9 with amagnitudeof 3.8.I haveamainarea of 986 m2. Under seismic loads, structuralfactorssuch asdeflection, deflection, deflection,and stiffness areaffected.The structure consists ofseveralsections of beams and columns and shear walls for stairs and other verticalspaces.A response spectrumtechnique wasused to analyze the data.
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