• Chhabiraj Ghimire

Construction of R.C.C. framed structure has increased day to day. Multistory buildings require the structural system that resists the lateral load due to earthquake and wind. Hence, the study of structural system for R.C.C. framed structure to resist lateral loads is necessary. The structure should have adequate lateral strength, lateral stiffness and sufficient ductility for safety and minimum damage due to lateral load. Among the various structural systems, shear wall frame or braced concrete frame could be the best structural system to resist lateral load. Among various bracing system, X-bracing is best. It is proposed to study the seismic behavior of R.C.C. frame with and without shear wall and concrete braced frame. The purpose of this study is to compare the seismic response of above structural systems. Response spectrum method is used to analyze and the parameters maximum displacement, drift, base shear, story stiffness and overturning moment are compared using software Etabs.

Bare Frame, Bracing, Shear wall, Response Spectrum Method, Etabs etc.

"SEISMIC PERFORMANCE OF SHEAR FRAME VERSUS CROSS - BRACING REINFORCED CONCRETE FRAME", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.11, Issue 3, page no.k516-k523, March-2024, Available :http://www.jetir.org/papers/JETIR2403A66.pdf

"SEISMIC PERFORMANCE OF SHEAR FRAME VERSUS CROSS - BRACING REINFORCED CONCRETE FRAME", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.11, Issue 3, page no. ppk516-k523, March-2024, Available at : http://www.jetir.org/papers/JETIR2403A66.pdf