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This paper describe the behaviour of RC frame with G+6 storey with different masonry infill such as complete filled (CF), Bared frame (BF), Soft storey (SS), Partially Infilled (PI). Also analysis is done on additional set back option for RC frame, without making structure irregular to minimize the soft storey failure. The Non linear time history analysis for Elcentro and sanfernando earthquake is done and result are interpreted & compared for base shear, ground floor displacement, top floor displacement, seismic weight and overall damage index of overall structure

Seismic behaviour of reinforced concrete frame with infill panels