Seismic retrofitting of R/C shaft support of elevated tanks

Earthquake Spectra

Volumn 18, Issue 4, 2002, Pages 745-760

  Rai, Durgesh C ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY KANPUR   (India)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; ENERGY DISSIPATION; REINFORCED CONCRETE; RETROFITTING; SHAFT DISPLACEMENT; WATER TANKS;

ELEVATED TANKS;

SEISMOLOGY;

BUILDING; EARTHQUAKE DAMAGE; REINFORCED CONCRETE; SEISMIC RESPONSE; SEISMIC RETROFIT; STRUCTURAL ANALYSIS; STRUCTURAL RESPONSE;

EID: 0036864536     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1516753     Document Type: Article

References (29)

1. American Concrete Institute (ACI), 1998. Guide for the Analysis, Design, and Construction of Concrete-Pedestal Water Towers (ACI 371R-98), Farmington Hills, MI.
2. ACI, 1999. Building Code Requirements for Structural Concrete (ACI 318-99), Farmington Hills, MI.
3. Boyce, W.H., 1973. Vibration tests on a simple water tower, Third World Conference on Earthquake Engineering, Rome, Italy, Proceedings, I, 220-225.
4. Bureau of Indian Standards (BIS), 2000. IS:456 Indian Standard for Plain and Reinforced Concrete-Code of Practice, New Delhi, India.
5. BIS, 1984. IS:1893 Criteria for Earthquake Resistant Design Structures, New Delhi, India.
6. BIS, 1998. IS:1893 Criteria for Earthquake Resistant Design Structures, Draft version, New Delhi, India.
7. BIS, 1976. IS:4326 Code of Practice for Earthquake Resistant Design and Construction of Buildings, New Delhi, India.
8. BIS, 1985. IS:11682 Criteria for Design of RCC Staging for Overhead Water Tanks, New Delhi, India.
9. BIS, 1993. IS:13920 Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces-Code of Practice, New Delhi, India.
10. European Committee for Standardization (CEN), 1998. Eurocode 8: Design Provisions of Earthquake Resistance of Structures, Part 4: Silos, Tanks and Pipelines, Brussels.
11. Gracia, S.M., 1969. Earthquake response analysis and seismic design of cylindrical tanks, Fourth World Conference on Earthquake Engineering, Chile, Proceedings, 169-182.
12. Haroun, M.A., and Ellaithy, H.M., 1985. Seismically induced fluid forces on elevated tanks, J. Tech. Top. Civ. Eng., ASCE, 1-15.
13. Housner, G.W., 1963. The dynamic behavior of water tanks, Bull. Seismol. Soc. Am. 53, 381-187.
14. International Code Council (ICC), 2000. International Building Code, Falls Church, VA.
15. International Conference of Building Officials (ICBO), 1997. Uniform Building Code, Whittier, CA.
16. Jacobsen, L.S., 1949. Impulsive hydrodynamic of fluid inside a cylindrical container and of fluid surrounding a cylindrical pier, Bull. Seismol. Soc. Am. 39 (3).
17. Jain, S.K., and Sameer, S.U., 1993. A review of requirements of Indian codes for aseismic design of elevated water tanks, Bridge Struct. Eng. XXIII (1).
18. Joshi, S.P., 2000. Equivalent mechanical model for horizontal vibration of rigid Intze tanks, ISET J. Earthquake Technol. 37 (1-3), 39-47.
19. Malhotra, P.K., Wenk, T., and Weiland, M., 2000. Simple procedure of seismic analysis of liquid-storage tanks, J. Struct. Eng. Int., IABSE 10 (3), 197-201.
20. Newmark, N.M., and Hall, W.J., 1982. Earthquake Spectra and Design, Earthquake Engineering Research Institute, Oakland, CA.
21. Pinfold, G.M., 1989. Reinforced Concrete Chimneys and Towers, Viewpoint Publications, Cement and Concrete Association, London.
22. Priestley, M.J.N., Davidson, B.J., Honey, G.D., Hopkins, D.C., Martin, R.J., Ramsey, G., Vessey, J.V., and Wood, J.H., 1986. Seismic Design of Storage Tanks: Recommendations of a Study Group of the New Zealand National Society of Earthquake Engineering, December.
23. Priestley, M.J.N., Seible, F., and Calvi, G.M., 1996. Seismic Design and Retrofit of Bridges, John Wiley, New York.
24. Rai, D.C., Narayan, J.P., Pankaj, and Kumar, A., 1997. Jabalpur Earthquake of May 22, 1997: Reconnaissance Report, Dept. of Earthquake Engrg., Univ. of Roorkee, Roorkee, 101 pp.
25. Rai, D.C., 1998. Seismic design and strengthening of shaft type stagings of elevated tanks, Eleventh Symposium on Earthquake Engineering, Roorkee, Proceedings, 771-782.
26. w 7.7 Bhuj earthquake of January 26, 2001, Abstracts, International Conference on Seismic Hazard with Particular Reference to Bhuj Earthquake of January 26, 2001, Oct. 3-5, New Delhi.
27. Rao, M.L.N., 2000. Effect of confinement on ductility of RC hollow circular columns, Masters' thesis submitted to Dept. of Earthquake Engineering, Univ. of Roorkee, Roorkee, India.
28. Shepherd, R., 1972. Two mass representation of a water tower structure, J. Sound Vib. 23 (3), 391-196.
29. Zahn, F.A., Park, R., and Priestley, M.J.N., 1990. Flexural stength and ductility of circular hollow reinforced concrete columns without confinement on inside face, ACI J. 87 (2), 156-166.