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Pushover analysis which is also stated as Non-linear static analysis is widely used procedures for the seismic assessment or evaluation of the structures. The pushover model is used to measure the new structure's seismic demand or for current structures. Within this research pushover review is carried out to consider G+10 multi-storeyed building in zones using SAP 2000 software From the results of the study it was discovered that the hinges are established between IO (Immediate Occupancy) and LS (Life Safety) suggesting that the building is secure. The structural model analysed in this state is therefore safe. Therefore, the structural model studied in this State is safe. The effect of interaction of the Soil Structure on the seismic efficiency of the construction is considered and the building is built with and without considering interaction of soilstructure (SSI).The RC building symmetric plan and These buildings are modelled, designed according to IS 456:2000 and evaluated using SAP2000 software under two separate boundary conditions, namely fixed-base, and considering nonlinear dynamic analysis soil-structure relationship. Keywords— Seismic analysis, SAP 2000, Different plan configuration, pushover analysis, Soil structure interaction

Non-Linear Analysis of RC Building Considering Soil Structure Interaction