• ADITYA MESHRAM
• SAURABH V. PATHARE

Abstract - There are so many studies about earthquakes but however it has not been possible to predict when and where earthquake will occur. In this project our objectives are to study the effect of infill strength and stiffness in the seismic analysis of multistory building, to Check the stiffness, strength and ductility of building With & Without infill for various analytical model, to study the behavior of the in filled wall frame by converting the stiffness of the masonry infill as a Diagonal Strut Method. So for satisfying these objective we design G+10 frame on E-Tab 16 with a particular specification one is said to be bare frame and another one is frame with diagonal strut which is representative of stiffness among the building frame structure. Further story drift, displacement, and axial force these parameter are analyze for zone IV, V with the help of comparative graphs.

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.6, Issue 5, page no.209-213, May-2019, Available :http://www.jetir.org/papers/JETIR1905736.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.6, Issue 5, page no. pp209-213, May-2019, Available at : http://www.jetir.org/papers/JETIR1905736.pdf