Simplified evaluation of the vibration period and seismic response of gravity damwater systems

Engineering Structures

Volumn 32, Issue 8, 2010, Pages 2488-2502

  Miquel, Benjamin ^a   Bouaanani, Najib ^a  

^a ÉCOLE POLYTECHNIQUE DE MONTRÉAL   (Canada)

Author keywords

Analytical formulations; Dam safety; Damreservoir systems; Earthquake response; Finite elements; Fluidstructure interaction; Gravity dams; Simplified methods; Vibration period

Indexed keywords

ANALYTICAL FORMULATION; DAM SAFETY; DAM-RESERVOIR SYSTEMS; EARTHQUAKE RESPONSE; FINITE ELEMENT; SIMPLIFIED METHOD;

COMPRESSIBILITY; EARTHQUAKES; FINITE ELEMENT METHOD; GRAVITY DAMS; INCOMPRESSIBLE FLOW; RESERVOIRS (WATER); SEISMIC RESPONSE;

VIBRATION ANALYSIS;

ANALYTICAL METHOD; DAMPING; EARTHQUAKE ENGINEERING; FINITE ELEMENT METHOD; FLUID-STRUCTURE INTERACTION; GRAVITY DAM; IMPOUNDMENT; SEISMIC RESPONSE; VIBRATION;

EID: 77953611764     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.04.025     Document Type: Article

References (27)

1. Westergaard H.M. Water pressures on dams during earthquakes. Transactions (ASCE) 1933, 98:418-433.
2. Chopra AK. Earthquake response of concrete gravity dams. Report No. UCB/EERC-70/01. Berkeley: University of California; 1970.
3. Chakrabarti P., Chopra A.K. Earthquake analysis of gravity dams including hydrodynamic interaction. Earthq Eng Struct Dyn 1973, 2:143-160.
4. Chopra A.K. Earthquake resistant design of concrete gravity dams. J Struct Div (ASCE) 1978, 104:953-971.
5. Saini S.S., Bettess P., Zienkiewicz O.C. Coupled hydrodynamic response of concrete gravity dams using finite and infinite elements. Earthq Eng Struct Dyn 1978, 6:363-374.
6. Hall J.F., Chopra A.K. Two-dimensional dynamic analysis of concrete gravity and embankment dams including hydrodynamic effects. Earthq Eng Struct Dyn 1982, 10:305-332.
7. Fenves G, Chopra AK. Earthquake analysis and response of concrete gravity dams. Report No. UCB/EERC-84/10. Berkeley (California): University of California; 1984.
8. Liu P.H., Cheng A. Boundary solutions for fluid-structure interaction. J Hydraul Eng (ASCE) 1984, 110(1):51-64.
9. Fok KL, Hall JF, Chopra AK. EACD-3D, a computer program for three-dimensional earthquake analysis of concrete dams. Report No UCB/EERC-86/09. Berkeley (California): University of California; 1986.
10. Tsai C.S., Lee G.C. Arch dam-fluid interactions: by FEM-BEM and substructure concept. Int J Numer Methods Eng 1987, 24:2367-2388.
11. Humar J.L., Jablonski A.M. Boundary element reservoir model for seismic analysis of gravity dams. Earthq Eng Struct Dyn 1988, 16:1129-1156.
12. Maeso O., Aznarez J.J., Dominguez J. Three-dimensional models of reservoir sediment and effects on the seismic response of arch dams. Earthq Eng Struct Dyn 2004, 33:1103-1123.
13. Bouaanani N., Miquel B. A new formulation and error analysis for vibrating damreservoir systems with upstream transmitting boundary conditions. J Sound Vibration 2010, 329:1924-1953.
14. Fenves G, Chopra AK. EAGD-84, a computer program for earthquake analysis of concrete gravity dams. Report No. UCB/EERC-84/11. Berkeley (California): University of California; 1984.
15. Rea D, Liaw CY, Chopra AK. Dynamic properties of pine flat dam. Report UCB/EERC-72/07. Berkeley (California): University of California; 1972.
16. Duron Z., Hall J. Experimental and finite element studies of the forced vibration response of morrow point dam. Earthq Eng Struct Dyn 1988, 16:1021-1039.
17. Proulx J., Paultre P., Rheault J., Robert Y. An experimental investigation of water level effects on the dynamic behaviour of a large arch dam. Earthq Eng Struct Dyn 2001, 30:1147-1166.
18. Bouaanani N., Paultre P., Proulx J. Two-dimensional modelling of ice-cover effects for the dynamic analysis of concrete gravity dams. Earthq Eng Struct Dyn 2002, 31:2083-2102.
19. Fenves G, Chopra AK. Simplified analysis for earthquake resistant design of concrete gravity dams. Report No. UCB/EERC-85/10. Berkeley: University of California; 1985.
20. Fenves G., Chopra A.K. Simplified earthquake analysis of concrete gravity dams. J Struct Eng 1987, 113(8):1688-1708.
21. Bouaanani N., Paultre P., Proulx J. A closed-form formulation for earthquake-induced hydrodynamic pressure on gravity dams. J Sound Vibration 2003, 261:573-582.
22. Hatanaka M. Study on the earthquake-resistant design of gravity type dams. In: Proceedings of the second world conference on earthquake engineering, vol. II. 1960. p. 82.182.16.
23. Okamoto S. Introduction to earthquake engineering 1984, University of Tokyo Press, Tokyo. 2nd ed.
24. Bouaanani N., Lu F.Y. Assessment of potential-based fluid finite elements for seismic analysis of dam reservoir systems. J Comput Struct 2009, 87:206-224.
25. Reinhardt F., Soeder H. dtv-Atlas zur Mathematik 2001, Deutscher Taschenbuch Verlag, Munich.
26. Clough R.W., Penzien J. Dynamics of structures 1975, McGraw-Hill, Inc., New York.
27. ADINA theory and modeling guide. Report ARD 06-7. ADINA R D, Inc.; 2006.