Wind-induced vibration analysis of the Hong Kong Ting Kau Bridge

Proceedings of the Institution of Civil Engineers: Structures and Buildings

Volumn 156, Issue 3, 2003, Pages 263-272

  Su, C ^a   Han, D J ^a   Yan, Q S ^a   Au, F T K ^b   Tham, L G ^b   Lee, P K K ^b   Lam, K M ^b   Wong, K Y ^c  

^a SOUTH CHINA UNIVERSITY OF TECHNOLOGY   (China)

^b UNIVERSITY OF HONG KONG   (Hong Kong)

^c Tsing Ma Control Area Division   (Hong Kong)

Author keywords

Bridges; Dynamics; Mathematical modelling; Wind loading and aerodynamics

Indexed keywords

AERODYNAMICS; DAMPING; INTEGRATION; VIBRATIONS (MECHANICAL); WIND;

WIND-INDUCED VIBRATIONS;

BRIDGES;

BRIDGE; VIBRATION; WIND LOAD;

BRIDGE; VIBRATION; WIND FORCING;

CHINA; HONG KONG;

EID: 0041352156     PISSN: 09650911     EISSN: None     Source Type: Journal    
DOI: 10.1680/stbu.2003.156.3.263     Document Type: Article

References (19)

1. UNIVERSITY OF HONG KONG. Final Report, Ting Kau Bridge: Ambient Vibration Measurement of Complete Bridge. University of Hong Kong, 2000, Report prepared for the Highways Department, Government of the HKSAR.
2. DAVENPORT A. G. Buffeting of a suspension bridge by storm winds. Journal of Structural Division, ASCE, 1962, 88, No. ST3, 233-268.
3. SIMIU E. and SCANLAN R. H. Wind Effects on Structures. Wiley, New York, 1996, 3rd edn.
4. KOVACS I., SVENSSON H. S. and JORDET E. Analytical aerodynamic investigation of cable-stayed Helgeland Bridge. Journal of Structural Division, ASCE, 1992, 118, No. 1, 147-168.
5. SANTOS J. C., MIYATA T. and YAMADA H. Gust response of a long span bridge by the time domain approach. Proceedings of Third Asia-Pacific Symposium on Wind Engineering, Hong Kong, 1993, I, 211-216.
6. SHINOZUKA M. and JAN C. M. Digital simulation of random processes and its applications. Journal of Sound and Vibration, 1972, 25, No. 1, 111-128.
7. SHINOZUKA M., YUN C. B. and SEYA H. Stochastic methods in wind engineering. Journal of Wind Engineering and Industrial Aerodynamics, 1990, No. 36, 829-843.
8. YANG W. W., CHANG T. Y. P. and CHANG C. C. An efficient wind field simulation technique for bridges. Journal of Wind Engineering and Industrial Aerodynamics, 1997, 67-68, 697-708.
9. COOK N. J. The Designer's Guide to Wind Loading of Building Structures, Part 1. Butterworths, London, 1985.
10. UNIVERSITY OF HONG KONG. Review of Available Data on Wind Characteristics of Hong Kong. University of Hong Kong, 1997, Research report.
11. UNIVERSITY OF WESTERN ONTARIO. Wind Tunnel Report, Aeroelastic Model Study: Ting Kau Bridge and Approach Viaduct. University of Western Ontario, 1995.
12. SCANLAN R. H. and GADE R. H. Motion of suspended bridge spans under gusty wind. Journal of Structural Division, ASCE, 1977. 103, No. ST9, 1867-1883.
13. SCANLAN R. H. Role of indicial functions in buffeting analysis of bridges. Journal of Structural Engineering, ASCE, 1984, 110, No. 7, 1433-1446.
14. SCANLAN R. H. and TOMKO J. J. Airfoil and bridge deck flutter derivatives. Journal of Engineering Mechanics Division, ASCE, 1971, 97, No. EM6, 1717-1737.
15. BUCHER C. G. and LIN Y. K. Stochastic stability of bridges considering coupled modes. Journal of Engineering Mechanics, ASCE, 1988, 114, No. 12, 2055-2071.
16. NANYANG TECHNOLOGICAL UNIVERSITY. Wind Tunnel Report: Report on Wind Tunnel Study on the Aerodynamic Derivatives of the Ting Kau Bridge. Nanyang Technological University, Singapore, 1998.
17. LIU C. H., XIANG H. F. and GU M. Three-dimensional non-linear time-domain buffeting analysis for long span bridges. Journal of Tongji University, Shanghai, China, 1996, 24, No. 4, 380-385, (in Chinese).
18. MARQUARDT D. W. An algorithm for least-squares estimation of nonlinear parameters. Journal of the Society for Industrial and Applied Mathematics, 1963, 11, No. 2, 431-441.
19. SCANLAN R. H. and JONE N. P. Aeroelastic analysis of cable-stayed bridges. Journal of Structural Engineering, ASCE, 1990, 116, No. 2, 279-297.