In India use of steel is less because of its high cost. As the comparison of RC and steel structure is about its cost and its seismic analysis becomes important for bare frame which involves the parameters such as joint displacement, story forces, story stiffness, story drift, natural time period and base reaction. The seismic results that is static and dynamic analysis method under the provision of IS 1893-2002 using a zone-4 for 10 storied RC and steel structures is carried out by using ETABS 2015 software and the estimation is carried by MS Excel and slab design is carried by Mathcad prime software. In dynamic method it uses Response spectrum method. In the steel structure 10 story building is analyzed by use of ISMB450 for beams and ISWB600 with cover plate of 400x20mm for columns. RC structure with steel columns at the periphery of the structure which uses ISWB600 including cover plate of 400x20mm and it is used at the 4 corners in another model.