• Diksha Diliprao Gawai
• Sarita Harne

Wind load is an external pressure or force which is acting on structure throughout its life. Therefore it is most important phenomenon to be taken in consideration for a structural engineer. In this research paper, the effect of wind speed on building frame has been studied. For the study the building resting on sloping ground have been considered because of scarcity of land. The 3D building frames of 8 storey, 10 storey and 12 storey resting on flat terrain as well as three slopes 5°, 10° and 15° are modeled and analysed. for wind zones 33 m/s, 39 m/s, 44 m/s, 47 m/s and 55 m/s respectively. The modeling and the analysis is appropriately done using software ETABS.. The parameters considered for the post analysis are maximum storey displacement and maximum storey drift. Both the parameters have been compared for wind speeds and ground slopes and results obtained the after analysis have been tabulated and represent graphically.

sloping ground, displacement, drift, wind zones, ETABS

" EFFECT OF WIND ON BUILDING FRAME RESTING ON SLOPING GROUND AND ANALYSIS USING ETABS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 5, page no.j621-j627, May-2022, Available :http://www.jetir.org/papers/JETIR2205A81.pdf

" EFFECT OF WIND ON BUILDING FRAME RESTING ON SLOPING GROUND AND ANALYSIS USING ETABS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 5, page no. ppj621-j627, May-2022, Available at : http://www.jetir.org/papers/JETIR2205A81.pdf