Dynamic analysis of an arch dam considering the effects of contraction joints

Journal of Earthquake Engineering and Engineering Vibration

Volumn 24, Issue 6, 2004, Pages

  Lin, Gao ^a   Hu, Zhiqiang ^a   Chen, Jianyun ^a  

^a DALIAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Arch dam; Contraction joint; Dynamic contact; Non smooth nonlinear equations method

Indexed keywords

EARTHQUAKE ENGINEERING;

EID: 17844386347     PISSN: 10001301     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (30)

1. Dowling M J, Hall J F. Nonlinear seismic analysis of arch dam[J]. J Engrg. Mech, 1989, 115(4):768-789.
2. David T L, Moruzian B, Razaqpur A G. Modelling of contraction joint and shear sliding effects on earthquake response of arch dam[J]. Earth. Engrg. Struc. Dyna, 1998,27:1023-1029.
3. Fenves G L, Mojtahedi S, Reimer R B. Nonlinear earthquake analysis of arch dam/reservoir[A]. Earthquake Engineering Tenth World Conference[C]. Rotterdam:Balkense, 1992.
4. Chinese source. 1994,22(5):1-8.
5. Chinese source. 1999.
6. Chinese source. 1998,38(11):99-103.
7. Chinese source. 1995.
8. Chinese source. 2000,20(1):11-20.
9. Chinese source. 1999.
10. Chinese source. 2000,17(1):43-49.
11. Chinese source. 2000.
12. Chinese source. 1996.
13. Hughes T J R , Liu W K. Implicit-explicit finite elements in transient analysis: Stablity Theory[J]. J. Appl. Mech., 1978, 45(6):371-374.
14. Hughes T J R, Liu W K. Implicit-Explicit Finite Elements in Transient Analyis: Implementation and Numerical Examples[J]. J. Appl. Mech., 1978, 45(6):375-378.
15. Chinese source. 1995.
16. Anders Klarbring. A mathematical programming approach to three-dimensional contact problems with friction[J]. Comp. Methods Appl. Mech. Engrg. 1986, 58:175-200.
17. B M Kwak. Complementarity problem formulation of three-dimensional frictional contact[J]. Trans. ASME, 1991,58:134-140.
18. Chinese source. ,1995,11:1181-1190.
19. Chinese source. 1994.
20. Christensen P W, Klarbring A, J S Pang, et al. Formulation and comparison of algorithm for frictional contact problems[J]. Int. J. Num. Meth Engrg., 1998,42: 145-173.
21. Hughes T J R, Taylor R L, Sackman J L, et al. A finite element method for a class of contact-impact problem[J]. Comp Meth Appl Mech Engrg, 1976,8: 249-276.
22. Chinese source. 1995,13(2):248-251.
23. W H Chen, J T Yeh. Three-dimensional finite element analysis of static and dynamic contact problems with friction[J]. Comp Struc, 1990,35 (5):541-552.
24. Wen-Hwa CHEN, Pwu. TSAI. Finite element analysis of elastodynamic sliding contact problems with friction[J]. Comp Struc, 1986,22(6): 925-938.
25. Chinese source. 2001,21(1):9-14.
26. Chinese source. 1992,12(4):74-79
27. Chinese source. 2000,17(5):37-43.
28. Bin Zhang, Apostolos S Papageorgiou, John L Tassoulas. A hybrid numerical technique, combining the finite-element and boundary-element methods, for modeling the 3D response[J]. Bull. Seis. Soci. Amer., 1998, 88(4):1036-1050.
29. Chinese source. 2001, (4):68-74.
30. Luco J E, Wong H L, De Barros F C P. Three-dimension response of a cylindrical canyon in a layered half-space[J]. Earth. Engng. Struc. Dyna., 1990, 19: 799-817.