Ambient vibration of long-span cable-stayed bridge

Journal of Bridge Engineering

Volumn 6, Issue 1, 2001, Pages 46-53

  Chang, C C ^a   Chang, T Y P ^a   Zhang, Q W ^b  

^a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

^b TONGJI UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

CORRELATION METHODS; DAMPING; DRAWING (GRAPHICS); FINITE ELEMENT METHOD; NATURAL FREQUENCIES; STRUCTURAL DESIGN; VIBRATION MEASUREMENT; VIBRATIONS (MECHANICAL);

DAMPING RATIOS; LONG SPAN CABLE STAYED BRIDGE;

CABLE STAYED BRIDGES;

EID: 0035152665     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2001)6:1(46)     Document Type: Article

References (19)

1. Abdel-Ghaffar, A. M., and Rubin, L. I. (1983). "Nonlinear free vibrations of suspension bridges: theory." J. Engrg. Mech., ASCE, 109, 313-329.
2. Abdel-Ghaffar, A. M., and Scanlan, R. H. (1985a). "Ambient vibration studies of Golden Gate Bridge. I: Suspended structure." J. Engrg. Mech., ASCE, 114, 463-482.
3. Abdel-Ghaffar, A. M., and Scanlan, R. H. (1985b). "Ambient vibration studies of Golden Gate Bridge. II: Pier-tower structure." J. Engrg. Mech., ASCE, 114, 483-499.
4. Agbabian, M. S., Masri, S. F, Miller, R. K., and Caugher, T. K. (1991). "System identification approach to detection of structural changes." J. Engrg. Mech., ASCE, 117, 370-390.
5. Brownjohn, J. M. W., Dumanoglu, A. A., and Severn, R. T. (1992). "Ambient vibration survey of the Fatih Sultan Mehmet (Second Bosporus) suspension bridge." Earthquake Engrg. and Struct. Dyn., 21, 907-924.
6. Chang, T. Y. P. (1998). "Field ambient vibration measurement on Kap Shui Mun cable-stayed bridge: Phase II measurement." Rep. Prepared for Lantau Fixed Crossing Project Mgmt. Off., Highways Dept. of the Hong Kong SAR Government, Dept. of Civ. Engrg., Hong Kong University of Science and Technology, Hong Kong.
7. Chang, T. Y. P., Chang, C. C., and Chu, L. D. (1997). "A streamlined ambient vibration analysis program for long-span bridges." Proc., 3rd Int. Symp. on Civ. Infrastruct. Sys. Res.: Intelligent Renewal, Capri, Italy, 57-71.
8. Ernst, J. H. (1965). "Der E-Modul von Seilen unter Berucksichtigung des Durchhanges." Der Bauingenieur, Berlin, 40(2), 52-55 (in German).
9. Fleming, J. F., and Egeseli, E. A. (1980). "Dynamic behavior of a cable-stayed bridge." Earthquake Engrg. and Struct. Dyn., 8, 1-16.
10. Gardner-Morse, M. G., and Huston, D. R. (1993). "Modal identification of cable-stayed pedestrian bridge." J. Struct. Engrg., ASCE, 119, 3384-3404.
11. Kumarasena, T., Scanlan, R. H., and Morris, G. R. (1989). "Deer Isle Bridge: field and computed vibrations." J. Struct. Engrg., ASCE, 115, 2313-2328.
12. Lau, C. K., and Wong, K. Y. (1997). "Design, construction and monitoring of the three key cable-supported bridges in Hong Kong." Structures in the new millennium, Balkema, Rotterdam, The Netherlands, 105-115.
13. Mazurek, D. F., and Dewolf, J. T. (1990). "Experimental study of bridge monitoring technique." J. Struct. Engrg., ASCE, 116, 2532-2549.
14. Nazmy, A. S. (1987). "Nonlinear earthquake-response analysis of cable-stayed bridges subjected to multiple-support excitations." PhD thesis, Princeton University, Princeton, N.J.
15. Nigbor, R. L., Abdel-Ghaffar, A., and Masri, S. F. (1991). "Dynamic monitoring of suspension bridges." Proc., Int. Workshop on Technol. for Hong Kong's Infrastruct. Devel., J. C. Chen, et al., eds., Commercial Press, Hong Kong, 325-336.
16. Tang, M. C. (1998). "Cable-stayed bridges." Proc., Struct. Engrs. World Congress, San Francisco, T154-3.
17. Wilson, J. C., and Gravelle, W. (1991). "Modeling of a cable-stayed bridge for dynamic analysis." Earthquake Engrg. and Struct. Dyn., 20, 707-721.
18. Wilson, J. C., and Liu, T. (1991). "Ambient vibration measurements on a cable-stayed bridge." Earthquake Engrg. and Struct. Dyn., 20, 723-747.
19. Xu, Y. L., Ko, J. M., and Zhang, W. S. (1997). "Vibration studies of Tsing Ma Suspension Bridge." J. Bridge Engrg., ASCE, 2, 149-156.