id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
cana-4204	Chetan Jaiprakash Chitte	Nonlinear Static Analysis-an Advanced Analytical Approach to Mitigate Seismic Risks of Overhead Circular Water Tank	2025	20	.pdf	application/pdf	5749	283	52	capacity tank through the force-displacement curve, hinge formation pattern, and period of the tank for variable staging heights of tanks 18m, 14m and 10m. The value of the base shear for the 14m staging height tank is around three times the 10m staging height tank and for the 18m staging tank, it is around eight times. 4.1 Pushover Analysis of 18m staging height Tank: Communications on Applied Nonlinear Analysis ISSN: 1074-133X Vol 32 No. 9s (2025) 1552 https://internationalpubls.com Table 3: Pushover results for 18m staging height Tank Step Monitored Displacement (mm) Base Force (kN) 0 0.00 0.00 1 16.44 396.82 2 23.23 528.23 3 89.95 1355.96 4 159.92 2198.95 5 170.71 2329.33 6 170.71 2153.75 7 252.29 3114.54 8 252.30 3020.72 9 280.42 3351.92 10 280.43 3326.35 11 327.61 3867.47 12 327.61 3838.50 13 330.46 3875.37 Figure 10: Pushover Curve for 18m Staging Height From Table 3 and Figure 10, it can be seen that for 18m staging height, a higher base shear value is observed due to increased mass and dynamic effects compared to shorter tanks.	cache/cana-4204.pdf	txt/cana-4204.txt