A Research on Seismic Analysis of Elevated Water Tank with Variations of H/D Ratio and Container Shape

Authors

  • Thor P
  • bhowate H Dept. of Civil Engg & Nagpur Institute of Technology (NIT), RTMNU, Nagpur (MS), India
  • Mourya V Dept. of Civil Engg & Nagpur Institute of Technology (NIT), RTMNU, Nagpur (MS), India
  • Mirugwar P
  • Kambdi A Dept. of Civil Engg & Nagpur Institute of Technology (NIT), RTMNU, Nagpur (MS), India
  • Thaware P Dept. of Civil Engg & Nagpur Institute of Technology (NIT), RTMNU, Nagpur (MS), India
  • M. Thakur Dept. of Civil Engg & Nagpur Institute of Technology (NIT), RTMNU, Nagpur (MS), India

Keywords:

water tank, H/D ratio

Abstract

Water tank is considered to be an important structure and they should remain functional during earthquakes to overcome the water demand due to fire etc. Water tanks are different from buildings, in the sense that a huge mass of water is concentrated at top supported on slender staging. As known from very upsetting experiences, liquid storage tanks were collapsed or heavily damaged during the earthquakes all over the word. The economic lifetime of concrete or steel tanks is usually in the range of 40 to 75 years. Damage or collapse of the tanks causes some unwanted events such as shortage of drinking and utilizing water, uncontrolled fires and spillage of dangerous fluids. Due to this reason numerous studies done for dynamic behavior of fluid containers; most of them are concerned with cylindrical tanks. In this study, Seismic forces acting on an Elevated water tank e.g. circular Tank and rectangular tank are studied with constant staging height. Seismic forces acting on the tank are also calculated changing the Seismic Response Reduction Factor(R). IS: 1893-1984/2002 for seismic design and then checked the Design of Tanks by using the software STAAD PRO.

References

Jain Sudhir K., Sameer U.S., 1990, “Seismic Design of Frame Staging For Elevated Water Tank” Ninth Symposium on Earthquake Engineering (9SEE-90), Roorkey, December 14-16, Vol-1.

Sudhir K.Jain & O.R.Jaiswal, September-2005, Journal of Structural Engineering Vol-32, No.03.

Ranjit Singh Lodhi & Dr.Vivek Garg., (2014). “Design of Intze Tank in Perspective of Revision of IS: 3370, Vol.-03 Issue No.9, pp: 1193-1197.

Luis A. Godoy, “Damage Due to Buckling in Above Ground Storage Tank”, University of Puerto Rico, Mayaguez, PR 00681-9041, Puerto Rico.

Irwin P, Kilpatrick J and Frisque A (2008) “Friend or Foe, Wind Height”. CTBHU 8th World Congress Aatish Kumar., R.K.Pandey., 2013, “Wind Effects on Overhead Tank under Different Soil Parameters” IJEAT Vol.-2, No.-6.

I.S 1893 (Part I) -1984, “Criteria for Earthquake Resistant Design of Structures”.

IS: 3370 (Part I-II) -2009, General Requirements, Code of Practice for Concrete Structures for the Storage of liquids.

IS: 3370 (Part IV) -1967, Design Tables, Code of Practice for Concrete Structures for the Storage of liquids.

IS: 875 (2002) “Code of Practice for Design Load” Bureau of Indian Standard, New Delhi.

IS: 456 (2000) “Plain and Reinforced Concrete- Code for Practice” Bureau of Indian Standard, New Delhi.

STAAD Pro. 2007,Structural Analysis and Design programming-2007 for analysis of lateral stiffness.

Sushil Kumar., (2014), “Treasure of RCC Design Vol-IX”, Rajsons Publication Pvt. Ltd., New Delhi, India

Downloads

Published

2018-03-30

How to Cite

Thor, P., bhowate, H., Mourya, V., Mirugwar, P., Kambdi, A., Thaware, P., & M. Thakur, A. kumar. (2018). A Research on Seismic Analysis of Elevated Water Tank with Variations of H/D Ratio and Container Shape. Universal Research Reports, 5(4), 54–62. Retrieved from https://urr.shodhsagar.com/index.php/j/article/view/719

Issue

Section

Original Research Article