• Siddhnath Verma
• Ganesh jaiswal

This study analyses the findings of a seismic analysis of an above circular water tank conducted in seismic zones III and IV in accordance with IS 1893:2016. The analysis is carried out for a 35 cubic meter elevated water tank that is positioned in three different seismic zones and three different soil types (Hard rock, Medium soil, soft soil). ETABS software was also used to do the analysis. The comparative parameters in varied soil conditions are storey drift, storey displacement, base shear, and base moment. By changing soil types, the research revealed an increase in storey drift, storey displacement, base shear, and base moment.

" SEISMIC ANALYSIS OF ELEVATED CIRCULAR WATER TANK DESIGNED BY INDIAN STANDARD CODE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 10, page no.d239-d244, October-2021, Available :http://www.jetir.org/papers/JETIR2110327.pdf

" SEISMIC ANALYSIS OF ELEVATED CIRCULAR WATER TANK DESIGNED BY INDIAN STANDARD CODE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 10, page no. ppd239-d244, October-2021, Available at : http://www.jetir.org/papers/JETIR2110327.pdf