Soil-structure interaction in dynamic behaviour of elevated tanks with alternate frame staging configurations

Journal of Sound and Vibration

Volumn 277, Issue 4-5, 2004, Pages 825-853

  Dutta, Somnath ^a   Mandal, Aparna ^a   Dutta, Sekhar Chandra ^a  

^a INDIAN INSTITUTE OF ENGINEERING SCIENCE AND TECHNOLOGY   (India)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; HYDRODYNAMICS; PARAMETER ESTIMATION; SOILS; TORSIONAL STRESS; WATER TANKS;

ELEVATED TANKS; SOIL FLEXIBILITY; SOIL-STRUCTURE INTERACTION;

ACOUSTICS;

EID: 4544310733     PISSN: 0022460X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jsv.2003.09.007     Document Type: Article

References (31)

1. Dutta S.C., Jain S.K., Murty C.V.R. Assessing the seismic torsional vulnerability with R.C. frame type staging. Soil Dynamics and Earthquake Engineering. 19:2000;183-197.
2. S. Dutta, S. Majumdar, S.C. Dutta, Effect of soil-structure interaction on dynamic behaviour of elevated water tanks, Proceedings Structural Engineering Convention (SEC-2001), October, Roorkee, India, 2001, pp. 714-724.
3. S. Majumder, Seismic Behaviour of Elevated Tanks on RC Frame Stagings, with Special Reference to Soil-Structure Interaction Effect, M.E. Thesis, Department of Applied Mechanics, Bengal Engineering College (Deemed University), Howrah 711 103, West Bengal, India, 2001.
4. A. Mandal, S. Dutta, S.C. Dutta, D. Moitra, Effect of soil-structure interaction on dynamic characteristics of elevated tank with annular ring-type foundation, Proceedings National Seminar on Role of IT in Fire and Disaster Management, IES, IPS Academy, Indore, India, February 23-24, 2002, pp. 98-113.
5. Dutta S.C., Jain S.K., Murty C.V.R. Alternate tank staging configurations with reduced torsional vulnerability. Soil Dynamics and Earthquake Engineering. 19:2000;199-215.
6. Dutta S.C. Seismic torsional behaviour of elevated tanks for improved code provisions. elastic behaviour Journal of Institution of Engineers (India). 80:2000;169-181.
7. IS: 1893-1984, Indian standard criteria for earthquake resistant design of structures, Bureau of Indian Standards, New Delhi, India.
8. Housner G.W. The dynamic behaviour of water tanks. Bulletin of the Seismology Society of America. 53(2):1963;381-387.
9. Housner G.W. Dynamic pressures on accelerated fluid containers. Bulletin of the Seismological Society of America. 47(1):1957;15-37.
10. Malhotra P.K., Wenk T., Wieland M. Simple procedure for seismic analysis of liquid-storage tanks. Journal of Structural Engineering International, IABSE. 10(3):2000;197-201.
11. Sameer U.S., Jain S.K. Lateral load analysis of frame stagings for elevated water tanks. Journal of Structural Engineering, American Society of Civil Engineers. 120(5):1994;1375-1394.
12. Newmark N.M., Rosenblueth E. Fundamentals of Earthquake Engineering. 1971;Prentice-Hall, Englewood Cliffs, NJ, USA.
13. Shenton H.W. III, Hampton F.P. Seismic response of isolated elevated water tanks. Journal of Structural Engineering, American Society of Civil Engineers. 125(9):1999;965-975.
14. Gazetas G. Formulas and charts for impedances of surface and embedded foundations. Journal of Geotechnical Engineering, American Society of Civil Engineers. 117(9):1991;1363-1381.
15. Dobry R., Gazetas G. Dynamic response of arbitrarily shaped foundations. Journal of Geotechnical Engineering, American Society of Civil Engineers. 112(2):1986;109-135.
16. Dobry R., Gazetas G., Stokoe K.H. II Dynamic response of arbitrarily shaped foundations. experimental verification Journal of Geotechnical Engineering, American Society of Civil Engineers. 112(2):1986;136-154.
17. Tassoulas J.L., Kaussel E. On the dynamic stiffness of circular ring footing on an elastic stratum. International Journal for Numerical and Analytical Methods in Geomechanics. 8:1984;411-426.
18. R.A. Parmelee, D.S. Perelman, S.L. Lee, Seismic response of multistorey structures on flexible foundations, Bulletin of Seismological Society of America (3) (1969) 1061-1070.
19. Prakash S., Puri V.K. Foundation for Machines. Analysis and Design:1988;Wiley, New York.
20. Parmelee R.A. Building foundation interaction effects. Journal of the Engineering Mechanics, American Society of Civil Engineers. 93(EM-2):1967;131- 153.
21. Haroun M.A., Abou-izzeddine W. Parametric study of seismic soil-tank interaction I. horizontal excitation Journal of Structural Engineering, American Society of Civil Engineers. 118(3):1992;783-797.
22. J.E. Bowels, Foundation Analysis and Design, 5th Edition, McGraw-Hill International Editions, Civil Engineering Series, 1996.
23. Ohsaki Y., Iwasaki R. On dynamic shear moduli and Poisson's ratio of soil deposits. Soils and Foundations. 13(4):1973;61-73.
24. IS: 5249-1992, Determination of dynamic properties of soil-method of test, Bureau of Indian Standards, New Delhi, India.
25. Murthy V.N.S. Soil Mechanics and Foundation Engineering. 1993;Dhanpat Rai, New Delhi, India.
26. IS: 6403-1981, Indian standard code of practice for determination of bearing capacity of shallow foundation, Bureau of Indian Standards, New Delhi, India.
27. IS: 8009 (Part I)-1976, Indian standard code of practice for calculation of settlement of foundation, Bureau of Indian Standards, New Delhi, India.
28. IS: 1893-2000 (Part I, General Provision and Buildings), Indian standard criteria for earthquake resistant design of structures, Bureau of Indian Standards, New Delhi, India.
29. Chopra A.K. Dynamics of Structure. 2nd Edition:2000;Prentice-Hall, Englewood Cliffs, NJ.
30. Gazetas G., Stokoe K.H. II Free vibration of embedded foundations. theory versus experiment Journal of Geotechnical Engineering, American Society of Civil Engineers. 117(9):1991;1382-1401.
31. A.S. Arya, Earthquake resistant design of buildings, Proceedings National Symposium on Advances in Structural Dynamics and Design (ASDD), Chennai, India, January 9-11, 2001, pp. 3-18.