• Durgesh Kumar Arya
• Anurag Bajpai
• Kumar Vanshaj

Public utilities like public transport, hospitals, schools etc. are generally provided inside the city and there is limitation of the space due to which buildings are required to be constructed of higher storey to satisfy the requirements. High rise buildings are more susceptible to seismic effect due to increase in height therefore proper arrangements are provided to dissipate the energy produced by seismic effect. Bracing systems are most commonly used as high rise structures as they are economical and time efficient. In order to enhance the resistance of structure towards earthquake lateral load various arrangements like bracing, shear wall, dampers, actuators, infill walls, deep vierendeel are provided. Bracing system in structure deals with the use of most appropriate combination of these energy retarders so that most efficient and economical results are obtained. This research work is concerned with the analysis of RCC frame structures by using various arrangements of bracings. Bracings are arranged in various ways like inverted V-bracing, X-bracing. Variation in parameters (Time Period, Storey Drift, Storey Displacement and Storey Stiffness) of building due to use of bracing can be studied by response spectrum analysis of structure by using ETABS 17.0.1 software.

Bracing, RCC frame, Response Spectrum Analysis, Seismic Response etc.

"Response Spectrum Analysis of RCC Frame Building with Different Type Bracing System ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.118-121, May - 2019, Available :http://www.jetir.org/papers/JETIRCN06022.pdf

"Response Spectrum Analysis of RCC Frame Building with Different Type Bracing System ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp118-121, May - 2019, Available at : http://www.jetir.org/papers/JETIRCN06022.pdf