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Seismic analysis of double-decker elevated water tank
Authors
1P.G Student, Department of Civil Engineering, Gondwana, University Maharashtra, India. 2Professor of civil engineering department, Ballarpur Institute of technology, bamni, Maharashtra, India.
Article Information
- Published In
- Volume 6, Issue 1 (2025)
- Published Online
- January-February 2025
- Pages
- 18-21
- Article Type
- Review Article
- Check for updates
-
References
1.Gaikwad madhukar (REVIEW ON SEISMIC ANALYSIS OF ELEVATED WATER TANK)
2. Neha Pol-( SEISMIC ANALYSIS OF ELEVATED WATER TANK)
3.Vrushali Gujar (JAN 2020) Review on Seismic Analysis of Elevated Water Tank with Different Staging Configuration.
4.Dr. K. B. Prakash - September-(2023 )SEISMIC ANALYSIS OF ELEVATED WATER TANK.
5.Pradnya V. Sambary , D.M. Joshi-. February 2023 seismic analysis of RC elevated water tank
6.Manali Ugemuge june (2023) seismic analysis and design of circular elevated water tank for variation of H/D ratio and
bracing patterns.
7. L.Raghava Naidu (February 2019) seismic analysis of elevated water tank in different seismic zone.
8.Arjun Butala (2022) seismic analysis and design of elevated water tank for different stanging condition.
9.Sanket Nimbekar. A. (2020) Seismic response control of elevated water tank using base isolation.
10.Raoglu and 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).
11.HalilSezen and Livaoglu et al. “Dynamic analysis and seismic performance evaluation of above ground liquid- containing tanks”,
Engineering structures- ELSEVIER,(2008),(794-803)
12.A.I Gareane and Algreane et al, “Behavior of elevated concrete water tank subjected to artificial ground motion”, Electronic journal
of geotechnical engineering, (2008), Vol.16, (387- 406)., F. & Johnston, E. - Discusses buckling and slenderness in materials, providing
foundational knowledge.
13.IS:456-2000 : Code of practice for plain and reinforced concrete.
14. IS:875-1987(PART-2) : Design loads for buildings and structure.
15. IS:1893-1984 : Criteria for earthquake resistant design of structures.
16. IS:11682 : Criteria for design of RCC staging for overhead water tanks.
17.Double-decker elevated water tank is Designed and constructed by Gammon India in 1990 for Andheri Sports complex.
18. NMC(Nagpur Municipal corporation) the civic body has come up with first-of-its-kind proposal of constructing a double-decker
ESRs having 2.2 MLD capacity each
2. Neha Pol-( SEISMIC ANALYSIS OF ELEVATED WATER TANK)
3.Vrushali Gujar (JAN 2020) Review on Seismic Analysis of Elevated Water Tank with Different Staging Configuration.
4.Dr. K. B. Prakash - September-(2023 )SEISMIC ANALYSIS OF ELEVATED WATER TANK.
5.Pradnya V. Sambary , D.M. Joshi-. February 2023 seismic analysis of RC elevated water tank
6.Manali Ugemuge june (2023) seismic analysis and design of circular elevated water tank for variation of H/D ratio and
bracing patterns.
7. L.Raghava Naidu (February 2019) seismic analysis of elevated water tank in different seismic zone.
8.Arjun Butala (2022) seismic analysis and design of elevated water tank for different stanging condition.
9.Sanket Nimbekar. A. (2020) Seismic response control of elevated water tank using base isolation.
10.Raoglu and 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).
11.HalilSezen and Livaoglu et al. “Dynamic analysis and seismic performance evaluation of above ground liquid- containing tanks”,
Engineering structures- ELSEVIER,(2008),(794-803)
12.A.I Gareane and Algreane et al, “Behavior of elevated concrete water tank subjected to artificial ground motion”, Electronic journal
of geotechnical engineering, (2008), Vol.16, (387- 406)., F. & Johnston, E. - Discusses buckling and slenderness in materials, providing
foundational knowledge.
13.IS:456-2000 : Code of practice for plain and reinforced concrete.
14. IS:875-1987(PART-2) : Design loads for buildings and structure.
15. IS:1893-1984 : Criteria for earthquake resistant design of structures.
16. IS:11682 : Criteria for design of RCC staging for overhead water tanks.
17.Double-decker elevated water tank is Designed and constructed by Gammon India in 1990 for Andheri Sports complex.
18. NMC(Nagpur Municipal corporation) the civic body has come up with first-of-its-kind proposal of constructing a double-decker
ESRs having 2.2 MLD capacity each
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