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Comparative Seismic Analysis of Ground Supported Circular Water Tank Using Codal Provision


Ridhdhesh Bhojavia, Dhruti J Dhyani
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The seismic analysis of ground supported circular water tank resting on soft soil, medium soil and hard soil consisting of mass tank wall, mass of water and mass of base slab is carried out. “In this paper a parametric study on spring mass model, time period in impulsive and convective mode, base shear, bending moment, overturning moment, pressure due to vertical excitation, maximum hydrodynamic pressure due to impulsive and convective mass of water is considered. The seismic analysis of ground supported circular water tank performed using IS 1893 part 2: 2014 and IS 1893 part 1: 2016.”

Ridhdhesh Bhojavia, Dhruti J Dhyani

Ground Rested Tank, Spring Mass Modal, D/H Ratio, Base Shear, Bending Moment, Overturning Moment, Hydrodynamic Pressure.

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Publication Details

Published in : Volume 4 | Issue 5 | March-April - 2018
Date of Publication Print ISSN Online ISSN
2018-04-10 2395-1990 2394-4099
Page(s) Manuscript Number   Publisher
168-172 CE029   Technoscience Academy

Cite This Article

Ridhdhesh Bhojavia, Dhruti J Dhyani, "Comparative Seismic Analysis of Ground Supported Circular Water Tank Using Codal Provision", International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 4, Issue 5, pp.168-172, March-April-2018.
URL : http://ijsrset.com/CE029.php