Dynamic response of cable-stayed bridges under moving loads

Journal of Engineering Mechanics

Volumn 124, Issue 7, 1998, Pages 741-747

  Yang, Fuheng ^a   Fonder, Ghislain A ^b  

^a CHINA ACADEMY OF RAILWAY SCIENCES CORPORATION LIMITED   (China)

^b UNIVERSITY OF LIÈGE   (Belgium)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BRIDGE CABLES; CONTROL NONLINEARITIES; DEFORMATION; DEGREES OF FREEDOM (MECHANICS); DYNAMIC LOADS; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; ITERATIVE METHODS; MATHEMATICAL MODELS; STRUCTURAL ANALYSIS;

MOVING LOADS;

CABLE STAYED BRIDGES;

CABLE; CABLE STAYED BRIDGE; DYNAMIC RESPONSE;

EID: 0242405054     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1998)124:7(741)     Document Type: Article

References (23)

1. Abdel-Ghaffar. A. M.. and Khalifa, M. A. (1991). "Importance of cable vibration in dynamics of cable-stayed bridges." J. Engrg. Mech., ASCE, 117(11). 2571-2589.
2. Da Costa, A. P., Martins, J. A. C., Branco, R, and Lilien, J. L. (1996). "Oscillations of bridge stay cables induced by periodic motions of deck and/or towers." J. Engrg. Mech., ASCE, 122(7), 613-622.
3. De Ville, V. (1989). "L'analyse statique non-linéaire par la méthode des éléments finis des structures spatiales formées des poutres àsection non symétrique," PhD thesis, Univ. de Liège, Liège, Belgium.
4. De Ville, V. (1994). "Design of railway bridges SNCB-SNCF." Internai Rep., Greisch Consulting Ofc., B4000 Liège, Belgium.
5. Fleming, J. F., and Egeseli, E. A. (1982). "Dynamic behavior of a cablestayed bridge." Earthquake Engrg. Struct. Dyn., 8(1), 1-16.
6. Godinas, A. (1995). "Amortissement dans les câbles." Annu. Rep. of ARC-ICARE Project, MSM, Univ. of Liège, Belgium.
7. Hikami, Y. (1986). "Rain vibration of cables in cable-stayed bridges." J. Wind Engrg., 27(3), 23-34.
8. Huang, D. Z., and Wang, T. L. (1992). "Impact analysis of cable-stayed bridges." Comp. and Struct., 43(5), 897-908.
9. Jayaraman, H. B., and Knudson, W. C. (1981). "A curved element for the analysis of cable structures." Comp. and Struct., 14(3-4), 325333.
10. Kanok-Nukulchai, W., Yiu. K. A., and Brotton, D. M. (1992). "Mathematical modeling of cable-stayed bridges." Struct. Engrg. Int., 2(2), 108-113.
11. Nazmy, A. S., and Abdel-Ghaffar, A. M. (1990a). "Non-linear earthquake response analysis of long span cable-stayed bridges: theory." Earthquake Engrg. Struct. Dyn., 19(1), 45-62.
12. Nazmy, A. S.. and Abdel-Ghaffar, A. M. (19905). "Non-linear earthquake response analysis of long span cable-stayed bridges: applications." Earthquake Engrg. Struct. Dyn., 19(1), 63-76.
13. Nazmy, A. S., and Abdel-Ghaffar, A. M. (1992). "Effects of ground motion spatial variability on the response of cable-stayed bridges." Earthquake Engrg. Struct. Dyn., 21(1), 1-20.
14. Ohshima, K., and Nanjo, M. (1987). "Aerodynamic stability of the cables of a cable-stayed bridge subject to rain (a case study of Ajigawa bridge)." Proc., 3rd U.S.-Japan Bridge Workshop, Public Works Research Inst., 324-335.
15. Pacheco, B., and Fujino, Y. (1993). "Keeping cables calm." Civ. Engrg., ASCE, 63(10), 56-58.
16. Pfeil, M. S., and Batista, R. C. (1995). "Aerodynamic stability analysis of cable-stayed bridges." J. Struct. Engrg., ASCE, 121(12), 17841788.
17. Wang, T. L., and Huang, D. Z. (1992). "Cable-stayed bridge vibration due to road surface roughness." J. Struct. Engrg., ASCE, 118(5), 1354-1374.
18. Wilson, J. C., and Gravelle, W. (1991). "Modeling of a cable-stayed bridge for dynamic analysis." Earthquake Engrg. Struct. Dyn., 20(8), 707-721.
19. Wilson, J. C., and Liu, T. (1991). "Ambient vibration measurement on a cable stayed-bridge." Earthquake Engrg. Struct. Dyn., 20(8), 723-747.
20. Wood, W. L. (1990). Practical time-stepping schemes. Oxford Univ. Press, New York.
21. Yang. F. H. (1996a). "A cable element CABLE1." Annu. Rep. of ARC/ ICARE Project, MSM, Univ. of Liège, Belgium.
22. Yang, F. H. (1996b). "Dynamic responses of cable-stayed bridges under moving vehicles," PhD thesis, MSM, Univ. of Liège, Belgium.
23. Yang, F. H., and Fonder, G. A. (1996). "An iterative solution method for dynamic response of bridge-vehicles systems." Earthquake Engrg. Struct. Dyn., 25(2), 195-215.