Steel structure has an important role in construction Industry In last decades. To perform well under seismic loads it is necessary to design a structure. According to the provisions of the current Indian code (IS 800 -2007) the seismic performance of a multi-story steel structure building has designed. By introducing Steel bracings in the structural system the shear capacity of the structure can be increased to arrange Steel bracings such as D, K, and V type eccentric bracings there are “n” numbers of solutions for various types of eccentric bracings as per the IS 800- 2007 a typical six-story steel structure building is generated. In the present study D, K, and V types of eccentric bracings are taken into consideration. Through nonlinear static analysis performance of each structure is studied.