In general, the most suitable choices in improvement of reinforcement concrete frame against lateral loading is use of
bracing system. This paper deals with the, “SEISMIC ANALYSIS OF G+4 STOREY BUILDING WITH X-BRACING UNDER
ZONE V”. In this paper, the seismic analysis of reinforced concrete (RC) buildings with X type of bracing with rectangular and
reinforced concrete (RC) buildings without bracing with rectangular are compared. For this analysis of work a four-storey
(G+4) building is considered which is situated in seismic zone V. The building models are analysed by equivalent static analysis
as per recommendation given by IS 1893:2002 using ETABS software. This paper includes the comparison of seismic analysis of
building with rectangular columns by using X-bracing system mentioned above and also the comparison between the response of
the structure with bracings and structure without bracings.
