Experimental study of dynamic damage of an arch dam

Earthquake Engineering and Structural Dynamics

Volumn 36, Issue 3, 2007, Pages 347-366

  Wang, Haibo ^a   Li, Deyu ^a  

^a CHINA INSTITUTE OF WATER RESOURCES AND HYDROPOWER RESEARCH   (China)

Author keywords

Abutment wedge; Arch dam; Damage; Damping boundary; Seismic resistance; Shaking table

Indexed keywords

DAMPING; MECHANICAL PROPERTIES; NATURAL FREQUENCIES; SEISMIC DESIGN; SEISMIC RESPONSE;

ABUTMENT WEDGE; SHAKING TABLE;

ARCH DAMS;

DAM; DAMPING; DYNAMIC RESPONSE; EARTHQUAKE DAMAGE; EXPERIMENTAL STUDY; FIELD METHOD; FOUNDATION; LOADING; RESERVOIR-INDUCED SEISMICITY; SEISMIC RESPONSE; SHAKING TABLE TEST; STRENGTH;

EID: 33847701626     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.637     Document Type: Article

References (15)

1. Pan J, He J. Large Dams in China, a Fifty-year Review, Beijing, 2000.
2. Federal Energy Regulatory Commission. Engineering Guidelines for the Evaluation of Hydropower Projects Chapter 11 - Arch Dams. Federal Energy Regulatory Commission, Division of Dam Safety and Inspections, 1999.
3. Fenves GL, Mojtahedi S, Reimer RB. Nonlinear earthquake analysis of arch dam/reservoir. Proceedings of the 10th WCEE, Madrid, 1992.
4. Chen H et al. Model test and program verification on dynamic behavior of arch dam with contraction joints. Report No. SVL-94/2 IWHR, July, 1994.
5. Chen H, Li D, Hu X, Hou S. Model test and computation analysis for dynamic behavior of arch dam with contraction joints. Proceedings of the 11th WCEE, Mexico, 1996.
6. Duron ZH. Experimental and finite element studies of a large arch dam. Report No. EERL 87-02, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, September, 1987.
7. Tan H, Chopra AK. Earthquake analysis of arch dams including dam-water-foundation rock interaction. Earthquake Engineering and Structural Dynamics 1995; 24(11):1453-1474.
8. Chen H et al. Dynamic nonlinear responses of arch-foundation system with contraction joints. Report of National Key Projects of Ninth Five-year Plan, Report No. 95-221-03-02, IWHR, 1999.
9. Harris DW, Snorteland N, Dolen T, Travers F. Shaking table 2-D models of a concrete gravity dam. Earthquake Engineering and Structural Dynamics 2000; 29:769-787.
10. Donlon WP. Experimental investigation of the nonlinear seismic response of concrete gravity dams. Report No. EERL 89-01, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, 1989.
11. Wang H, Li D. Experimental study of seismic overloading of large arch dam. Earthquake Engineering and Structural Dynamics 2006; 35(2): 199-216.
12. Wang H, Li D. Experimental study of Xiaowan arch dam under strong seismic loads. Report No. EB-2004-3-06, IWHR, 2004.
13. Wang H et al. Simulation of radiational damping of unbounded medium in shaking table test. Journal of Hydraulic Engineering 2004; 35(2):39-46 (in Chinese).
14. Liu JB, Wang D, Yao LA. Contact force model in the dynamic analysis of contactable cracks. ACTA Mechanica Solida Sinica 1993; 6(4):439-452.
15. Proulx J, Paultre P, Rheault J. Experimental evaluation of reservoir level effects on the dynamic properties of a large arch dam. 12th WCEE, New Zealand, 2000.