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Seismic Stability Of Pure Conical Elevated Water Tanks Under Varying Tank Inclination 04th Edition Syed Shafahaduddin Quadri

SKU: BELL-42484420

$ 31.00 ~~$ 45.00~~ (-31%)

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Seismic Stability Of Pure Conical Elevated Water Tanks Under Varying Tank Inclination 04th Edition Syed Shafahaduddin Quadri instant download after payment.

Publisher: i-manager’s Journal of Civil engineering

File Extension: PDF

File size: 2.98 MB

Pages: 17

Author: syed shafahaduddin quadri, R. M. Sawant

Language: English

Year: 2017

Edition: 04

Volume: 07

Product desciption

Seismic Stability Of Pure Conical Elevated Water Tanks Under Varying Tank Inclination 04th Edition Syed Shafahaduddin Quadri by Syed Shafahaduddin Quadri, R. M. Sawant instant download after payment.

Pure conical elevated water tanks are widely used as water reservoirs in various locations around the world. Current
Indian codes of practice do not provide any provisions or guidelines for the analysis and design of reinforced concrete
pure conical elevated water tanks under hydrostatic loading. Available codes provisions are limited only for the design
of cylindrical and rectangular tanks. In this paper, a Finite element model (FEM) of pure conical elevated water tank is
made by using a structural analysis and design computer program i.e. STAAD.Pro. The current study focus on the
behavior of pure conicalelevated water tanks under varying tank inclination (q) for a constant volume of 500 cubic
meter. The aim of this research paper is to find out the optimum angle of inclination (q) for the conical tank by performingDynamic analysis i.e. using response spectrum method. The inclination (q) of the conical tank is increased at a rate of 5 degree and varies from 15 to 80 degree angle are considered in the analysis. The entire tanks are model for the seismic zone-V as per IS-1893-2002. The Response of each conical tank with respect to others will be checked for Base Shear, Principal stresses, HoopStresses, Meridional Stresses, Bending Moment in plates, for conical portion and Shaft portion, Bending Moments in ringBeam and Lateral displacement. The behavior of each conical tank with respect to others is shown with the help ofgraphs for Empty tank and Full tank condition.