Dam-reservoir-massed foundation system and travelling wave along reservoir bottom

Soil Dynamics and Earthquake Engineering

Volumn 30, Issue 8, 2010, Pages 746-756

  Mirzabozorg, H ^a   Varmazyari, M ^a   Ghaemian, M ^b  

^a K N TOOSI UNIVERSITY OF TECHNOLOGY   (Iran)

^b SHARIF UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

Concrete arch dam; Dam reservoir foundation interaction; Infinite element; Seismic behavior; Smeared crack; Travelling wave

Indexed keywords

CONCRETE ARCH DAM; CONCRETE ARCH DAMS; INFINITE ELEMENT; SEISMIC BEHAVIOR; SMEARED CRACK; TRAVELLING WAVES;

ARCH DAMS; ARCHES; CONCRETE CONSTRUCTION; CONCRETE DAMS; CRACKS; SEISMIC RESPONSE; SEISMIC WAVES; SOIL STRUCTURE INTERACTIONS; THREE DIMENSIONAL; UNDERWATER FOUNDATIONS; WAVE TRANSMISSION;

RESERVOIRS (WATER);

CRACK PROPAGATION; DAM; FINITE ELEMENT METHOD; FOUNDATION; RESERVOIR; SEISMIC RESPONSE; SEISMIC WAVE;

IRAN;

EID: 77952543510     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2010.03.005     Document Type: Article

References (24)

1. Mirzabozorg H., Ghaemian M. Nonlinear behavior of mass concrete in three-dimensional problems using smeared crack approach. Earthquake Engineering and Structural Dynamics 2005, 34:247-269.
2. Ardakanian R., Ghaemian M., Mirzabozorg H. Nonlinear behavior of mass concrete in 3d problems using damage mechanics approach. European Earthquake Engineering 2006, 2:89-95.
3. Fok K., Chopra A.K. Earthquake analysis of arch dams including dam-water-interaction, reservoir boundary absorption and foundation flexibility. Journal of Earthquake Engineering and Structural Dynamics 1986, 14(2):155-184.
4. Harichandran R.S., Wang W. Response of indeterminate two-span beam to spatially varying seismic excitation. Earthquake Engineering and Structural Dynamics 1990, 19:173-187.
5. Ates S., Bayraktar A., Dumanoglu A.A. The effect of spatially varying earthquake ground motions on the stochastic response of bridges isolated with friction pendulum systems. Soil Dynamics and Earthquake Engineering 2006, 26:31-44.
6. Wu R.W., Hussain F.A., Liu L.K. Seismic response analysis of structural system subjected to multiple support excitation. Journal of Nuclear Engineering and Design 1987, 47:273-282.
7. Bayraktar A., Dumanoglu A.A., Calayir Y. Asynchronous dynamic analysis of dam-reservoir-foundation systems by the lagrangian approach. Journal of Computers & Structures 1996, 58(5):925-935. (SCI).
8. Priscu R., Popovici A., Stematiu D., Stere C. Earthquake Engineering for Large Dams 1985, John Wiley, New York. 2nd ed.
9. Dumanoglu A.A., Severn R.T. Dynamic response of dams and other structures to differential ground motions. Proceeding Institute of Civil Engineers 1984, 77(Part 2):333-352.
10. Bayraktar A., Haciefendioglu K., Muvafik M. Asynchronous seismic analysis of concrete-faced rockfill (CFR) dams including dam-reservoir interaction. Canadian Journal of Civil Engineering 2005, 32(5):940-947.
11. Zhang X., Mai J. Vibration-response of arch dams with time-lag between abutments. International Symposium on Earthquakes and Dams, International Congress on Large Dams (ICOLD), Beijing, China 1987, 1:619-632.
12. Szczesiak T., Weber B., Bachmann H. Nonuniform earthquake input for arch dam-foundation interaction. Journal of Soil Dynamics and Earthquake Engineering 1999, 18:487-493.
13. Nowak P.S., Hall J.F. Arch dam response nonuniform seismic input. Journal of engineering mechanics division (ASCE) 1990, 116:125-132.
14. Alves S.W., Hall J.F. Generation of spatially non-uniform ground motion for nonlinear analysis of a concrete arch dam. Journal of Earthquake Engineering and Structural Dynamics 2006, 35(11):1339-1357.
15. Bayraktar A., Dumanoglu A.A. The effect of the asynchronous ground motion on hydrodynamic pressures. Journal of Computers and Structures 1998, 68:271-282.
16. Ghobarah A., Ghemian M. Travelling wave effect on hydrodynamic forces on dams. Journal of the European Earthquake Engineering 1999, X111(3):22-34.
17. Mirzabozorg H., Khaloo A.R., Ghaemian M., Jalalzadeh B. Non-uniform cracking in smeared crack approach for seismic analysis of concrete dams in 3D space. International Journal of Earthquake Engineering and Engineering Seismology (EEE) 2007, 2:48-57.
18. Mirzabozorg H, Ghaemian M. NSAD-DRI: A computer program for nonlinear seismic analysis of dams including dam reservoir interaction. User's Manual, 2006.
19. Mirzabozorg H., Khaloo A.R., Ghaemian M. Staggered solution scheme for three-dimensional analysis of dam-reservoir interaction. Dam Engineering Journal 2003, 14(3):147-179.
20. Mirzabozorg H., Kianoush R., Jalalzadeh B. Damage mechanics approach and modeling non-uiniform cracking within finite elements for safety evaluation of concrete dams in 3D space. Structural Engineering Mechanics (SEM) 2009, 33(1).
21. Bettes P. Infinite Elements 1992, Penshaw Press. 1st Ed.
22. Bhattacharjee S.S., Leger P. Seismic cracking and energy dissipation in concrete gravity dams. Earthquake Engineering and Structural Dynamics 1993, 22:991-1007.
23. Mahab Gods. Overall program for stability evaluation of dams; Amir-Kabir Arch dam, Report No.237061/1330/2000. 1994.
24. Engineering guidelines for the evaluation hydropower projects: Arch Dams, Federal Energy Regulatory Commission, Division of Dam Safety and Inspections, Washington, DC 20426, Chapter 11, [October 1999].