In India, the strengthening and stiffness of infill walls are ignored. We add in-fill walls considerably in multistoried buildings. Frequency analysis were performed to compare the seismic response of models with cross, up and down V bracings with various earthquake zones like I, II, III and IV. During the excitation of the structure, the RC frame begins to deform, and initially the first cracks appear on the plaster along the line of contact of the masonry infill with the frame. As the deformation increases it penetrate into the masonry and are manifested by the detachment of the masonry infill from the frame. The main reason of failure is the stiffening effect of in-filled frame that changes the nature of buildings during earthquake and creates new failure mechanisms. In this we will compare the structural action of infill panel and strut frames subjected to earthquake, in order to establish response spectra of the most significant parameters characterizing the behavior of structures. Steel braced RCF combination plays a crucial role in determining the overall response of structures.