Elevated Water Tank Design Comparison in Different Seismic  Zones

M Kranthi Kumar; V Rushendra Mani; Ch Vinay Kumar; U Divya; B Balakrishna

doi:10.55524/

Authors

M Kranthi Kumar Assistant Professor, Department of Civil Engineering, PACE Institute of Technology & Sciences, Ongole, Andhra Pradesh, India Author
V Rushendra Mani Assistant Professor, Department of Civil Engineering, PACE Institute of Technology & Sciences, Ongole, Andhra Pradesh, India Author
Ch Vinay Kumar M.Tech Scholar, Department of Civil Engineering, PACE Institute of Technology & Sciences, Ongole, Andhra Pradesh, India Author
U Divya B.Tech scholar, Department of Civil Engineering, PACE Institute of Technology & Sciences, Ongole, Andhra Pradesh, India Author
B Balakrishna Assistant Professor, Department of Mechanical Engineering, PACE Institute of Technology & Sciences, Ongole, Andhra Pradesh, India Author

DOI:

https://doi.org/10.55524/

Keywords:

Elevated Circular Water Tank, Elevated H Intake Water Tank, Response Spectrum Analysis

Abstract

Water is maintained in tall tanks as part of the public water system. Because of a shortage of water or difficulties putting out a fire after an earthquake, the collapse of these water tanks could pose major risks to people. According to draught code Part II of IS 1893:2002, twelve raised circular and H-intake storage tanks with a combined capacity of two lakh litres each would be studied in this study. STAAD Pro V8i is used to conduct a response spectrum analysis of elevated circular and H-shaped water intake tanks in seismic zones II and V. A comparison was made between each collected value for the base shear axial force and lateral displacements. There is a divergence in the H-tank and a negligible variance, according to analysis of a comparison of two water tanks.

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