• Jayant Lonare
• Saurabh V. Pathare

Present study RC framed building (G+10) with distinct stiffness multi-storey located in Seismic Zone- IV and V is considered. The main objective of present study is the study to understand variation in the stiffness & performance multistory buildings with various opening percentage according to various cases such as: (a) bare frame building (b) building with complete infill in all storey (c) building with 15% opening (d) Building with 25% opening percentage. The separate models were generated using commercial software ETABS. Infill stiffness was modeled using an equivalent diagonal strut approach. Parametric studies on displacement, storey drift, Axial force and base shear have been carried out using equivalent static analysis to investigate the influence of this parameter on the behavior of building with SS. This paper has a detail introduction of the stiffness parameter with a summarized methodology of the titled topic project.

stiffness, infill wall, equivalent diagonal strut, seismic analysis

"COMPARATIVE ANALYSIS OF RC FRAME WITH & WITHOUT INFILL WALL SUBJECTED TO SEISMIC FORCES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 6, page no.692-696, June-2020, Available :http://www.jetir.org/papers/JETIR2006094.pdf

"COMPARATIVE ANALYSIS OF RC FRAME WITH & WITHOUT INFILL WALL SUBJECTED TO SEISMIC FORCES", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 6, page no. pp692-696, June-2020, Available at : http://www.jetir.org/papers/JETIR2006094.pdf