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Frequency of occurrence of earthquake has increased recently causing severe damage to human life and property. Hence need of accurate seismic analysis of structures arises. There are static and dynamic methods of seismic analysis such as Seismic Coefficient method and Response Spectrum method. In this paper these methods are applied for seismic analysis of G+19 building for SMRF and SMRF with shear wall system. Comparative study these earthquake resisting system and methods is carried out and presented here.