• VISHAL B. MONDAL
• G.D. DHAWALE
• R. K. KAKPURE

In general the structure are analysis as RC structure. RCC high rise building of G + 11 Storey is used for bracing system to improve seismic resistance using various type of r.c.c. bracing system (diagonal type, V type, X type, inverted V type) and arrangement of bracing system. To build the seismically safe structure with adequate lateral resistance. Bracing system is installed between column member to resist the lateral load. Bracing system is easy to installed, economical and occupies less space. The structure is analyzed for seismic zone IV with different types of bracing system and compared with the bare frame with the using of Staad Pro software. The load condition is applied as per IS 1893 :2002. Bracing system improve the displacement capacity of the structure. The percentage reduction in storey displacement is found out. It is found that the X type of concrete bracing significantly contributes to the structural stiffness and reduces the maximum storey drift of the frames. The bracing system improves not only the stiffness and strength capacity but also the displacement capacity of the structure.

Stiffness, Strength, Bracing System, Seismic zone III and IV, IS 1893:2002 and STAAD -PRO v 8i.

"Behavior study of RCC Building with and without bracing Using STAAD.Pro ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 9, page no.271-276, September-2020, Available :http://www.jetir.org/papers/JETIR2009340.pdf

"Behavior study of RCC Building with and without bracing Using STAAD.Pro ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 9, page no. pp271-276, September-2020, Available at : http://www.jetir.org/papers/JETIR2009340.pdf