Comparison of ambient vibration response of the Runyang Suspension Bridge under skew winds with time-domain numerical predictions

Journal of Bridge Engineering

Volumn 16, Issue 4, 2011, Pages 513-526

  Wang, Hao ^a   Li, Aiqun ^a   Hu, Ruomei ^b  

^a SOUTHEAST UNIVERSITY   (China)

^b University of Illinois at Urbana Champaign   (United States)

Author keywords

ANSYS; Buffeting analysis; Field measurements; Self excited force; Skew wind; Suspension bridge; Time domain analysis

Indexed keywords

ANSYS; BUFFETING ANALYSIS; FIELD MEASUREMENT; SELF-EXCITED FORCE; SKEW WINDS;

AEROELASTICITY; BUFFETING; CABLE STAYED BRIDGES; ELECTRIC MEASURING BRIDGES; FINITE ELEMENT METHOD; MONITORING; NUMERICAL METHODS; STRUCTURAL HEALTH MONITORING; SUSPENSION BRIDGES;

TIME DOMAIN ANALYSIS;

EID: 79960284733     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0000168     Document Type: Article

References (35)

1. Bietry, J., Delaunay, D., and Conti, E. (1995). Comparison of full-scale measurement and computation of wind effects on a cable-stayed bridge. J. Wind Eng. Ind. Aerodyn., 57 (2-3), 225-235. 0167-6105 10.1016/0167-6105(94)00110-Y
2. Boonyapinyo, V., Miyata, T., and Yamada, H. (1999). Advanced aerodynamic analysis of suspension bridges by stat-space approach. J. Struct. Eng. 0733-9445, 125 (12), 1357-1365. 10.1061/(ASCE)0733-9445(1999)125:12(1357)
3. Brownjohn, J. M. W., Bocciolone, M., and Curami, A. (1994). Humber Bridge full-scale measurement campaigns 1990-1991. J. Wind Eng. Ind. Aerodyn., 52 (1-3), 185-218. 0167-6105 10.1016/0167-6105(94)90047-7 (Pubitemid 285203)
4. Cao, Y. H., Xiang, H. F., and Zhou, Y. (2000). Simulation of stochastic wind velocity field on long-span bridges. J. Eng. Mech., 126 (1), 1-6. 0733-9399 10.1061/(ASCE)0733-9399(2000)126:1(1) (Pubitemid 30137305)
5. Chen, X., Matsumto, M., and Kareem, A. (2000). Time domain flutter and buffeting response analysis for bridges. J. Eng. Mech., 126 (1), 17-26. 0733-9399 10.1061/(ASCE)0733-9399(2000)126:1(17) (Pubitemid 30137307)
6. Davenport, A. G. (1961). Statistical approach to the treatment of wind loading on tall masts and suspension bridges. Ph.D. thesis, Dept. of Civil Engineering, Univ. of Bristol, Bristol, U.K.
7. Davenport, A. G. (1962). Buffeting of a suspension bridges by storm winds. J. Struct. Div., 88 (ST3), 233-268. 0044-8001
8. Deodatis, G. (1996). Simulation of ergodic multivaritae stochastic processes. J. Eng. Mech., 122 (8), 778-787. 0733-9399 10.1061/(ASCE)0733- 9399(1996)122:8(778) (Pubitemid 126544401)
9. Hua, X. G., (2007). Flutter analysis of long-span bridges using ANSYS. Wind Struct., 10 (1), 61-82. 0733-9445, 131 (4), 617-628. 10.1061/(ASCE)0733- 9445(2005)131:4(617) (Pubitemid 46153737)
10. Jain, A., Nicholas, P., and Scanlan, R. H. (1996). Coupled flutter and buffeting analysis of long-span bridges. J. Struct. Eng. 0733-9445, 122 (7), 716-725. 10.1061/(ASCE)0733-9445(1996)122:7(716)
11. Jones, N. P., Scanlan, R. H., Jain, A., and Katsuchi, H. (1998). Advances (and challenges) in the prediction of long-span bridge response to wind. Proc., Int. Symp. Advances in Bridge Aerodynamics, A. Larsen, and, S. Esdahl, eds., Balkema, Lisse, Netherlands, 59-85.
12. Kaimal, J. C., Wyngaard, J. C., Izumi, I., and Cote, O. R. (1972). Spectral characteristics of surface layer turbulence. Q. J. R. Meteorol. Soc. 0035-9009, 98 (417), 563-589. 10.1002/qj.49709841707
13. Katsuchi, H., Jones, N. P., and Scanlan, R. H. (1999). Multimode coupled flutter and buffeting analysis of the Akashi-Kaikyo Bridge. J. Struct. Eng. 0733-9445, 125 (1), 60-70. 10.1061/(ASCE)0733-9445(1999)125:1(60) (Pubitemid 29184328)
14. Kimura, K., and Tanaka, H. (1992). Bridge buffeting due to wind with yaw angles. J. Wind Eng. Ind. Aerodyn., 42 (1-3), 1309-1320. 0167-6105 10.1016/0167-6105(92)90139-2 (Pubitemid 23582492)
15. Kovacs, L., Svensson, H. S., and Jordet, E. (1992). Analytical aerodynamic investigation of cable-stayed Helgeland bridge. J. Struct. Eng. 0733-9445, 118 (1), 147-168. 10.1061/(ASCE)0733-9445(1992)118:1(147)
16. Macdonald, J. H. G. (2003). Evaluation of buffeting predictions of a cable-stayed bridge from full-scale measurements. J. Wind Eng. Ind. Aerodyn., 91 (12-15), 1465-1483. 0167-6105 10.1016/j.jweia.2003.09.009 (Pubitemid 37519306)
17. Miyata, T., Yamada, H., Katsuchi, H., and Kitagawa, M. (2002). Full-scale measurements of Akashi-Kaikyo Bridge during typhoon. J. Wind Eng. Ind. Aerodyn., 90 (12-15), 1517-1527. 0167-6105 10.1016/S0167-6105(02)00267-2 (Pubitemid 35465074)
18. Nagayama, T., Abe, M., Fujino, Y., and Ikeda, K. (2005). Structural identification of a nonproportionally damped system and its application to a full-scale suspension bridge. J. Struct. Eng. 0733-9445, 131 (10), 1536-1545. 10.1061/(ASCE)0733-9445(2005)131:10(1536) (Pubitemid 41441396)
19. Namini, A. H. (1991). Analytical modeling of flutter derivatives as finite elements. Comput. Struct. 0045-7949, 41 (5), 1055-1064. 10.1016/0045-7949(91)90300-B
20. Namini, A., Albrecht, P., and Bosch, H. (1992). Finite element-based flutter analysis of cable-suspended bridges. J. Struct. Eng. 0733-9445, 118 (6), 1509-1526. 10.1061/(ASCE)0733-9445(1992)118:6(1509)
21. Ren, W. X., and Peng, X. L. (2005). Baseline finite element modeling of a large span cable-stayed bridge through field ambient vibration tests. Comput. Struct. 0045-7949, 83 (8-9), 536-550. 10.1016/j.compstruc.2004.11.013 (Pubitemid 40244597)
22. Sarkar, P. P., Jones, N. P., and Scanlan, R. H. (1994). Identification of aeroelastic parameters of flexible bridges. J. Eng. Mech., 120 (8), 1718-1742. 0733-9399 10.1061/(ASCE)0733-9399(1994)120:8(1718)
23. Scanlan, R. H. (1978). The action of flexible bridge under wind, Part II: Buffeting theory. J. Sound Vib., 60 (2), 201-211. 0022-460X 10.1016/S0022-460X(78)80029-7 (Pubitemid 9413230)
24. Scanlan, R. H. (1993). Bridge buffeting by skew winds in erection stages. J. Eng. Mech., 119 (2), 251-269. 0733-9399 10.1061/(ASCE)0733-9399(1993)119: 2(251)
25. Scanlan, R. H., and Gade, R. H. (1977). Motion of suspended bridge spans under gusty wind. J. Struct. Div., 103 (ST9), 1867-1883. 0044-8001
26. Sears, W. R. (1941). Some aspects of non-stationary airfoil theory and its practical application. J. Aeronaut. Sci., 8, 104-108. 0095-9812
27. Simiu, E., and Scanlan, R. H. (1996). Wind effects on structures, Wiley, New York.
28. Siringoringo, D. M., and Fujino, Y. (2008). System identification of suspension bridge from ambient vibration response. Eng. Struct., 30 (2), 462-477. 0141-0296 10.1016/j.engstruct.2007.03.004 (Pubitemid 350286556)
29. Wang, H. (2007). Experimental study on wind-induced buffeting response of long-span suspension bridges based on SHMS. Ph.D. thesis, Southeast Univ., Nanjing, China (in Chinese).
30. Wang, H., (2009). Field measurement on wind characteristic and buffeting response of the Runyang Suspension Bridge during typhoon Matsa. Sci. China, Ser. E: Technol. Sci., 52 (5), 1354-1362.
31. Xiang, H. F. (2005). Modern theory and practice in bridge wind resistance, China Communications Press, Beijing (in Chinese).
32. Xie, J., and Tanaka, H. (1991). Buffeting analysis of long span bridges to turbulent wind with yaw angle. J. Wind Eng. Ind. Aerodyn., 37 (1), 65-77. 0167-6105 10.1016/0167-6105(91)90005-H (Pubitemid 21692966)
33. Xu, Y. L., Sun, D. K., Ko, J. M., and Lin, J. H. (2000). Fully coupled buffeting analysis of Tsing Ma Suspension Bridge. J. Wind Eng. Ind. Aerodyn., 85 (1), 97-117. 0167-6105 10.1016/S0167-6105(99)00133-6 (Pubitemid 30221768)
34. Zhu, L. D. (2005). Buffeting response of long-span cable-supported bridges under skew winds: field measurement and analysis. Ph.D. dissertation, Hong Kong Polytechnic Univ., Hong Kong.
35. Zhu, L. D., and Xu, Y. L. (2005). Buffeting response of long-span cable-supported bridges under skew winds, Part I: Theory. J. Sound Vib., 281 (3-5), 647-673. 0022-460X 10.1016/j.jsv.2004.01.026 (Pubitemid 40211023)