Modal parameter identification of Tsing Ma suspension bridge under Typhoon Victor: EMD-HT method

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 92, Issue 10, 2004, Pages 805-827

  Chen, J ^a   Xu, Y L ^a   Zhang, R C ^b  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

^b Department of Geology and Geological Engineering   (United States)

Author keywords

Empirical mode decomposition; Hilbert transform; Modal identification; Non stationary response; Tsing Ma suspension bridge; Typhoon Victor

Indexed keywords

ACCELERATION; DAMPING; DECOMPOSITION; MATHEMATICAL MODELS; NATURAL FREQUENCIES; WIND EFFECTS;

EMPIRICAL MODE DECOMPOSITION (EMD); HILBERT-TRANSFORM (HT) TECHNIQUE;

AERODYNAMICS;

AERODYNAMICS; DAMPING; FLOW INDUCED VIBRATION; FLUID-STRUCTURE INTERACTION; MATHEMATICAL ANALYSIS; SUSPENSION BRIDGE; TYPHOON; WIND ENGINEERING;

EID: 3042594083     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jweia.2004.04.003     Document Type: Article

References (22)

1. McLamore V.L. Hart G.C. Stubbs I.R. Ambient vibration of two suspension bridges J. Struct. Div. ASCE 97 1971 2567-2582
2. Abdel-Ghaffar A.M. Scanlan R.H. Ambient vibration studies of Golden Gate Bridge I: Suspended structure J. Eng. Mech. Div. ASCE 111 1985 463-482
3. Jones N.P. Spartz C.A. Structural damping estimation of long-span bridges J. Eng. Mech. ASCE 106 1990 2414-2433
4. Littler J.D. Ellis B.R. Measuring the dynamic characteristics of prototype structures Krishna P. A State of the Art in Wind Engineering 1995 133-154 Wiley Eastern Limited New Delhi
5. Xu Y.L. Zhu L.D. Wong K.Y. Chan K.W.Y. Field measurement results of Tsing Ma suspension bridge during Typhoon Victor Struc. Eng. Mech. 10 2000 545-559
6. Tamura Y. Shimada K. Hibi K. Wind response of a tower (Typhoon observation at the Nagasaki Huis Ten Bosch Domtoren) J. Wind Eng. Ind. Aerodyn. 50 1993 309-318
7. Y. Fujino, M. Abe, H. Shibuya, M. Yanagihara, M. Sato, S.I. Nakamura, Y. Sakamoto, Forced and ambient vibration tests and vibration monitoring of Hakucho suspension bridge, Fifth International Bridge Engineering Conference, Vol. 1-2, 2000, Transportation Research Record, 1696, pp. A57-A63.
8. Huang N.E. Shen Z. Long S.R. Wu M.C. Shih H.H. Zheng Q. Yen N.C. Tung C.C. Liu H.H. The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis Proc. R. Soc. Lond. A 454 1998 903-995
9. H.T. Vincent, S.L.J. Hu, Z. Hou, Damage detection using empirical mode decomposition method and a comparison with wavelet analysis, Proceedings of the Second International Workshop on Structural Health Monitoring, Stanford University, Standford, 1999, pp. 891-900.
10. J.N. Yang, Y. Lei, Identification of tall building using noise wind vibration data, Proceedings of the Advances in Structural Dynamics, Vol. 2, Elsevier Science, UK, 2000, pp. 1093-1100.
11. J.N. Yang, Y. Lei, Identification of natural frequencies and damping ratios of linear structures via Hilbert transform and empirical mode decomposition, Proceedings of the International Conference on Intelligent Systems and Control, IASTED/Acta Press, Anaheim, CA, 1999, pp. 310-315.
12. Yang J.N. Lei Y. Pan S.W. Huang N.E. System identification of linear structures based on Hilbert-Huang spectral analysis. Part 1: Normal modes Earthquake Eng. Struct. Dyn. 32 2003 1443-1467
13. Chen J. Xu Y.L. Identification of modal damping ratio of structures with closely spaced modal frequencies Struct. Eng. Mech. 14 2002 417-434
14. Xu Y.L. Ko J.M. Zhang W.S. Vibration studies of Tsing Ma suspension bridge J. Bridge Eng. ASCE 2 1997 149-156
15. C.K. Lau, K.Y. Wong, K.W.Y. Chan, Preliminary monitoring results of Tsing Ma Bridge, Proceedings of the 14th National Conference on Bridge Engineering, Shanghai, Vol. 2, 1998, pp. 730-740 (in Chinese).
16. Bendat J.S. Piersol A.G. Random Data: Analysis and Measurement Procedures 2nd Edition 1986 Wiley NY
17. Huang N.E. Shen Z. Long S.R. A new view of nonlinear water waves: The Hilbert spectrum Annu. Rev. Fluid Mech. 31 1999 417-457
18. Ibrahim S.R. Random decrement technique for modal identification of structures J. Spacecraft 14 1977 696-700
19. Diana G. Cheli F. Zasso A. Collina A. Brownjohn J. Suspension bridge parameter identification in full scale test J. Wind Eng. Ind. Aerodyn. 41-44 1992 165-176
20. Litter J.D. Ambient vibration tests on long span suspension bridges J. Wind Eng. Ind. Aerodyn. 42 1992 1359-1370
21. Litter J.D. An assessment of some of the different methods for estimating damping from full-scale testing J. Wind Eng. Ind. Aerodyn. 57 1995 179-189
22. Kareem A. Gurley K. Damping in structures: Its evaluation and treatment of uncertainty J. Wind Eng. Ind. Aerodyn. 59 1996 131-157