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Original Article

Seismic Analysis of Double-Decker Elevated Water Tank

Bilal Naeem Sheikh1 Ganesh Mahalle2
1P.G Student, Department of Civil Engineering, Gondwana, University, Maharashtra, India. 2Professor, Department of Civil Engineering, Gondwana, University, Maharashtra, India.

Published Online: March-April 2025

Pages: 126-130

References

1. Vrushali Gujar(JAN2020)Review on Seismic Analysis of Elevated Water Tank with Different Staging Configuration.
2. Dr.K.B.Prakash -September-(2023) SEISMIC ANALYSIS OF ELEVATED WATERTANK.
3. PradnyaV.Sambary,D.M.Joshi-.February2023seismicanalysisofRCelevatedwatertank
4. Manali Ugemuge june(2023)seismic analysis and design of circular elevated water tank for variation of H/D ratio and bracing patterns.
5. L.RaghavaNaidu(February2019)seismic analysis of elevated water tank in different seismic zone.
6. Arjun Butala(2022)seismic analysis and design of elevated water tank for different stanging condition.
7. Sanket Nimbekar.A.(2020) Seismic response control of elevated water tank using base isolation.
8. Raogluand A. Dogangun, “Effect of foundation embedment on seismic behavior of elevated tanks considering fluid-structure –soil
interaction”, Soil dynamics and earthquake engineering- ELSEVIER, (2007), (855-863).
9. Halil Sezen and Livaoglu etal.“Dynamic analysis and seismic performance evaluation of above ground liquid- containing tanks”,
Engineering structures- ELSEVIER, (2008), (794- 803)
10. A.I Gareane and Algreaneetal,“ Behavior ofelevatedconcretewatertanksubjectedtoartificialgroundmotion”,Electronic journal of
geotechnical engineering, (2008), Vol.16, (387- 406)., F. & Johnston, E. - Discusses buckling and slenderness in materials, providing
foundational knowledge.
11. IS: 456-2000: Codeofpracticefor plain and reinforced concrete.
12. IS: 875-1987(PART-2): Design loads for buildings and structure.

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