• Vivek Kumar
• Dr. Kailash Narayan

In present era, conventional RC Frame buildings are commonly used for the construction. The use of flat slab building provides many advantages over conventional RC Frame buildings in terms of architectural flexibility, use of space, easier formwork and shorter construction time. In the present work three flat slab building models (1) flat slab with drop (2) flat slab with ‘X’ bracing system (3) flat slab with ‘/’ inverted bracing systems are considered. The performance of all three flat slab building modals were studied and for the analysis, non linear static pushover analysis method was adopted ,in order to determine the nonlinear behavior of buildings under lateral loads, base shear, displacement relationships, i.e. capacity curve are obtained by Pushover analysis. It is a type Non-linear Static Analysis, in which the strength of the structure is tested beyond the elastic limit of the structure. The analysis is done with using ETABSv17 software. All three building models having G+10 in heights and 15*25m in area . The obtained results are compared in terms of Base shear, Displacement, Storey drift. The primary objective of this work was to study the non linear behavior of flat slab building under seismic load and to study the effect of different lateral force resisting system such as steel bracings in flat slab building under seismic excitation. To study the comparative results of base shear, displacement and storey drift etc parameters as per IS-1893:2016 for different models.

pushover analysis, base shear, story displacement, flat slab building, G+10 building

"Seismic Behavior of Flat Slab Building with Steel Bracing System using Pushover Analysis on ETABSv17", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.39-44, June 2019, Available :http://www.jetir.org/papers/JETIRDC06007.pdf

"Seismic Behavior of Flat Slab Building with Steel Bracing System using Pushover Analysis on ETABSv17", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp39-44, June 2019, Available at : http://www.jetir.org/papers/JETIRDC06007.pdf