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A coupled wind-vehicle-bridge system and its applications: a review

  • Cai, C.S. (Department of Civil and Environmental Engineering, Louisiana State University) ;
  • Hu, Jiexuan (Department of Civil and Environmental Engineering, Louisiana State University) ;
  • Chen, Suren (Department of Civil and Environmental Engineering, Colorado State University) ;
  • Han, Yan (School of Civil Engineering and Architecture, Changsha University of Science & Technology) ;
  • Zhang, Wei (Department of Civil and Environmental Engineering, University of Connecticut) ;
  • Kong, Xuan (Department of Civil and Environmental Engineering, Louisiana State University)
  • Received : 2014.12.08
  • Accepted : 2015.01.05
  • Published : 2015.02.25

Abstract

The performance of bridges under strong wind and traffic is of great importance to set the traveling speed limit or to make operational decisions for severe weather, such as controlling traffic or even closing the bridge. Meanwhile, the vehicle's safety is highly concerned when it is running on bridges or highways under strong wind. During the past two decades, researchers have made significant contributions to the simulation of the wind-vehicle-bridge system and their interactive effects. This paper aims to provide a comprehensive review of the overall performance of the bridge and traffic system under strong wind, including bridge structures and vehicles, and the associated mitigation efforts.

Keywords

Acknowledgement

Supported by : National Science Foundation of China

References

  1. Admin (2011), http://www.newslincolncounty.com/archives/38011.
  2. Alleyne, R. (2012), http://www.telegraph.co.uk/topics/weather/8991115/Two-dead-as-100mph-winds-batter-Britain.html.
  3. American Association of State Highway and Transportation Officials (AASHTO) (2012), LRFD Bridge Design Specifications, Washington, DC.
  4. Angelis, W., Drikakis, D., Durst, F. and Khier, W. (1996), "Numerical and experimental study of the flow over a two-dimensional car model", J. Wind Eng. Ind. Aerod., 62(1), 57-79. https://doi.org/10.1016/S0167-6105(96)00053-0
  5. Baker, C.J. (1986a), "A simplified analysis of various types of wind-induced road vehicle accidents", J. Wind Eng. Ind. Aerod., 22(1), 69-85. https://doi.org/10.1016/0167-6105(86)90012-7
  6. Baker, C.J. (1986b), "Train aerodynamic forces and moment from moving model experiments", J. Wind Eng. Ind. Aerod., 24(3), 227-251. https://doi.org/10.1016/0167-6105(86)90024-3
  7. Baker, C.J. (1991a), "Ground vehicles in high cross winds .1. Steady aerodynamic forces", J. Fluid. Struct., 5(1), 69-90. https://doi.org/10.1016/0889-9746(91)80012-3
  8. Baker, C.J. (1991b), "Ground vehicles in high cross winds .2. Unsteady aerodynamic forces", J. Fluid. Struct., 5(1), 91-111. https://doi.org/10.1016/0889-9746(91)80013-4
  9. Baker, C.J. (1991c), "Ground vehicles in high cross winds . 3. The interaction of aerodynamic forces and the vehicle system", J. Fluid. Struct., 5(2), 221-241. https://doi.org/10.1016/0889-9746(91)90478-8
  10. Baker, C.J. (1994), "The quantification of accident risk for road vehicles in cross winds", J. Wind Eng. Ind. Aerod., 52, 93-107. https://doi.org/10.1016/0167-6105(94)90041-8
  11. Baker, C.J. and Reynolds, S. (1992), "Wind-induced accident of road vehicles", Accid. Anal. Rev., 24(6), 559-575. https://doi.org/10.1016/0001-4575(92)90009-8
  12. BBC News, http://www.bbc.co.uk/news/10138398.
  13. Bettle, J., Holloway, A.G.L. and Venart, J.E.S. (2003), "A computational study of the aerodynamic forces acting on a tractor-trailer vehicle on a bridge in cross-wind", J. Wind Eng. Ind. Aerod., 91(5), 573-592. https://doi.org/10.1016/S0167-6105(02)00461-0
  14. Blejwas, T.E., Feng, C.C. and Ayre, R S. (1979), "Dynamic interaction of moving vehicles and structures", J. Sound Vib., 67(4), 513-521. https://doi.org/10.1016/0022-460X(79)90442-5
  15. Blocken, B. (2014), "50 years of computational wind engineering: past, present and future", J. Wind Eng. Ind. Aerod., 129, 69-102. https://doi.org/10.1016/j.jweia.2014.03.008
  16. Bucher, C.G. and Lin, Y.K. (1988), "Stochastic stability of bridges considering coupled modes", J. Eng. Mech - ASCE, 114(12), 2055-2071. https://doi.org/10.1061/(ASCE)0733-9399(1988)114:12(2055)
  17. Bucher, C.G. and Lin, Y.K. (1989), "Stochastic stability of bridges considering coupled modes: II", J. Eng. Mech. - ASCE, 115(2), 384-400. https://doi.org/10.1061/(ASCE)0733-9399(1989)115:2(384)
  18. Byers, W.G., Marley, M.J., Mohammadi, J., Nielsen, R.J. and Sarkani, S. (1997a), "Fatigue reliability reassessment procedures: state-of-the-art paper", J. Struct. Eng. - ASCE, 123(3), 271-276. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:3(271)
  19. Byers, W.G., Marley, M.J., Mohammadi, J., Nielsen, R.J. and Sarkani, S. (1997b), "Fatigue reliability reassessment applications: state-of-the-art paper", J. Struct. Eng. -ASCE, 123(3), 277-285. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:3(277)
  20. Cai, C.S. and Chen, S.R. (2004a), "Framework of vehicle-bridge-wind dynamic analysis", J. Wind Eng. Ind. Aerod., 92(7-8), 579-607. https://doi.org/10.1016/j.jweia.2004.03.007
  21. Cai, C.S. and Chen, S.R. (2004b), "Wind vibration mitigation of long-span bridges in hurricanes", J. Sound Vib., 274, 421-432. https://doi.org/10.1016/j.jsv.2003.09.013
  22. Cai, C.S., Wu, W.J. and Araujo, M. (2007), "Cable vibration control with TMD-MR damper system: experimental exploration", J. Struct. Eng. - ASCE, 133(5), 629-637. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:5(629)
  23. Cairns, R.S. (1994), Lateral aerodynamic characteristics of motor vehicles in transient crosswinds, Ph.D. dissertation, Cranfield University, Cranfield.
  24. Cao, Y.H., Xiang, H.F. and Zhou, Y. (2000), "Simulation of stochastic wind velocity field on long-span bridges", J. Eng. Mech. - ASCE, 126(1), 1-6. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:1(1)
  25. Charuvisit, S., Kimura, K. and Fujino, Y. (2004a), "Experimental and semi-analytical studies on the aerodynamic forces acting on a vehicle passing through the wake of a bridge tower in cross wind", J. Wind Eng. Ind. Aerod., 92(9), 749-789. https://doi.org/10.1016/j.jweia.2004.04.001
  26. Charuvisit, S., Kimura, K. and Fujino, Y. (2004b), "Effect of wind barrier on a vehicle passing in the wake of a bridge tower in cross wind and its response", J. Wind Eng. Ind. Aerod., 92(7-8), 609-639. https://doi.org/10.1016/j.jweia.2004.03.006
  27. Cheli, F., Ripamonti, F., Rocchi, D. and Tomasini, G. (2010), "Aerodynamic behavior investigation of the new EMUV250 train to cross wind", J. Wind Eng. Ind. Aerod., 98(4-5), 1889-201.
  28. Cheli, F., Corradi, R., Sabbioni, E. and Tomasini, G. (2011a), "Wind tunnel tests on heavy road vehicles: Cross wind induced loads-Part2", J. Wind Eng. Ind. Aerod., 99(10), 1011-1024. https://doi.org/10.1016/j.jweia.2011.07.007
  29. Cheli, F., Corradi, R., Sabbioni, E. and Tomasini, G. (2011b), "Wind tunnel tests on heavy road vehicles: Cross wind induced loads-Part1", J. Wind Eng. Ind. Aerod., 99(10), 1000-1010. https://doi.org/10.1016/j.jweia.2011.07.009
  30. Chen, S.R. and Cai, C.S. (2003), "Evolution of long-span bridge response to wind-numerical simulation and discussion", Comput. Struct., 81(21), 2055-2066. https://doi.org/10.1016/S0045-7949(03)00261-X
  31. Chen, S.R. and Cai, C.S. (2004a), "Accident assessment of vehicle on long-span bridges in windy environments", J. Wind Eng. Ind. Aerod., 92(12),991-1024. https://doi.org/10.1016/j.jweia.2004.06.002
  32. Chen, S.R. and Cai, C.S. (2004b), "Coupled vibration control with tuned mass damper for long-span bridges", J. Sound Vib., 278, 449-459. https://doi.org/10.1016/j.jsv.2003.11.056
  33. Chen, S.R. and Cai, C.S. (2006), "Unified approach to predict the dynamic performance of transportation system considering wind effects", Struct. Eng. Mech., 23(3), 279-292. https://doi.org/10.12989/sem.2006.23.3.279
  34. Chen, S.R., Cai, C.S., Chang, C.C. and Gu, M. (2004), "Modal coupling assessment and approximated prediction of coupled multimode wind vibration of long-span bridges", J. Wind Eng. Ind. Aerod., 92(5), 393-412. https://doi.org/10.1016/j.jweia.2004.01.004
  35. Chen, S.R., Chang, C.C. and Cai, C.S. (2008), "Study on stability improvement of suspension bridge with high-side vehicles under tuned-liquid-damper", J. Vib. Control, 14(5), 711-730. https://doi.org/10.1177/1077546307083275
  36. Chen, S.R. and Chen, F. (2010), "Simulation-based assessment of vehicle safety behavior under hazardous driving conditions", J. Transport. Eng. - ASCE, 136(4), 304-315. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000093
  37. Chen S.R., Chen, F., Liu, J.W. and Bienkiewicz, B. (2010a), "Mobile mapping technology of wind velocity data along highway for traffic safety evaluation", Transport Res. C - Emer., 18(4), 507-518. https://doi.org/10.1016/j.trc.2009.10.003
  38. Chen, S.R. and Wu, J. (2008), "Performance enhancement of bridge infrastructure systems: Long-span bridge, moving trucks and wind with tuned mass dampers", Eng. Struct., 30(11), 3316-3324. https://doi.org/10.1016/j.engstruct.2008.04.035
  39. Chen, S.R., and Wu, J. (2010), "Dynamic performance simulation of long-span bridge under combined loads of stochastic traffic and wind", J. Bridge Eng., 15(3), 219-230. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000078
  40. Chen, X. and Kareem, A. (2002), "Advances in modeling of aerodynamic forces on bridge decks", J. Eng. Mech. - ASCE, 128(11), 1193-1205. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:11(1193)
  41. Chen, X. and Kareem, A. (2003), "Aeroelastic analysis of bridges: effects of turbulence and aerodynamic nonlinearities", J. Eng. Mech. - ASCE, 129(8), 885-895. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:8(885)
  42. Chen, X.Z., Matsumoto, M. and Kareem, A. (2000), "Time domain flutter and buffeting response analysis of bridges", J. Eng. Mech. - ASCE., 126(1), 7-16. https://doi.org/10.1061/(ASCE)0733-9399(2000)126:1(7)
  43. Chen, Z.Q., Han, Y., Luo, Y.Z. and Hua, X.G. (2010b), "Identification of aerodynamic parameters for eccentric bridge section model", J. Wind Eng. Ind. Aerod., 98(4-5), 202-214. https://doi.org/10.1016/j.jweia.2009.10.016
  44. Chen, Z.W., Xu, Y.L., Li, Q. and Wu, D.J. (2011a), "Dynamic stress analysis of long suspension bridges under wind, railway, and highway loadings", J. Bridge Eng., 16(3), 383-391. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000216
  45. Chen, Z.W., Xu, Y.L., Xia, Y., Li, Q. and Wong, K.Y. (2011b), "Fatigue analysis of long-span suspension bridges under multiple loading: Case study", Eng. Struct., 33(12), 3246-3256. https://doi.org/10.1016/j.engstruct.2011.08.027
  46. Chen, Z.W., Xu, Y.L. and Wang, X.M. (2012), "SHMS-based fatigue reliability analysis of multi loading suspension bridges", J. Struct. Eng. - ASCE, 138(3), 299-307. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000460
  47. Chey, M. (2007), Passive and semi-active tuned mass damper building systems, A thesis of Ph.D. University of Canterbury, Christchurch, New Zealand.
  48. Coleman, S.A. and Baker, C.J. (1990), "High sided road vehicles in cross winds", J. Wind Eng. Ind. Aerod., 36, 1383-1392. https://doi.org/10.1016/0167-6105(90)90134-X
  49. Conti, E., Grillaud, G., Jacob, J. and Cohen, N. (1996), "Wind effects on Normandie cable-stayed bridge: comparison between full aeroelastic model tests and quasi-steady analytical approach", J. Wind Eng. Ind. Aerod., 65, 189-201. https://doi.org/10.1016/S0167-6105(95)00040-2
  50. Corin, R.J., He, L. and Dominy, R.G. (2008), "A CFD investigation into the transient aerodynamic forces on overtaking road vehicle models", J. Wind Eng. Ind. Aerod., 96(8-9), 1390-1411. https://doi.org/10.1016/j.jweia.2008.03.006
  51. Davenport, A.G., Isyumov, N. and Miyata, T. (1971), "The experimental determination of the response of suspension bridges to turbulent wind", Proceedings of the 3rd International Conference on Wind Effects on Buildings and Structures, Tokyo, Japan, September.
  52. Davenport, A.G., King, J.P. and Larose, G.L. (1992), "Taut strip model tests", Proceedings of the 1st international symposium on aerodynamics of large bridges, Copenhagen, Denmark, February.
  53. Deodatis, G. (1996), "Simulation of ergodic multivariate stochastic processes", J. Eng. Mech. - ASCE, 122(8), 778-787. https://doi.org/10.1061/(ASCE)0733-9399(1996)122:8(778)
  54. Deng, L. and Cai, C.S. (2010), "Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges", Eng. Struct., 32(1), 21-31. https://doi.org/10.1016/j.engstruct.2009.08.013
  55. Dodds, C.J. and Robson, J.D. (1973), "The description of road surface roughness", J. Sound Vib., 31(2), 175-183. https://doi.org/10.1016/S0022-460X(73)80373-6
  56. Dorigatti, M., Sterling, M., Rocchi, D., Belloli, M., Quinn, A.D., Baker, C.J. and Ozkan, E. (2012), "Wind tunnel measurements of crosswind loads on high sided vehicles over long span bridge", J. Wind Eng. Ind. Aerod., 107-108, 214-224. https://doi.org/10.1016/j.jweia.2012.04.017
  57. Favre, T. (2011), Aerodynamics simulations of ground vehicles in unsteady crosswind, Ph.D. dissertation, KTH School of Engineering Sciences, Stockholm.
  58. Fujino, Y., Sun, L., Pacheco, B.M. and Chaiseri, P. (1992), "Tuned liquid damper for suppressing horizontal motion of structures", J. Eng. Mech. - ASCE, 119(10), 2017-2030.
  59. Gawthorpe, R.G. (1994), "Wind effects on ground transportation", J. Wind Eng. Ind. Aerod., 52, 73-92. https://doi.org/10.1016/0167-6105(94)90040-X
  60. Ge, Y.J. and Tanaka, H. (2000), "Aerodynamic flutter analysis of cable-supported bridges by multi-mode and full-mode approaches", J. Wind Eng. Ind. Aerod., 86(2-3), 123-153. https://doi.org/10.1016/S0167-6105(00)00007-6
  61. Guo, W.W., Xu, Y.L, Xia, H., Zhang, W.S. and Shum, K.M. (2007), "Dynamic response of suspension bridge to typhoon and trains II: numerical results", J. Struct. Eng. - ASCE, 133(1), 12-21. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:1(12)
  62. Guo, W.W., Xia, H. and Xu, Y.L. (2010), "Running safety analysis of a train on the Tsing Ma Bridge under turbulent wind", Earthq. Eng. Eng. Vib., 9(3), 307-318 https://doi.org/10.1007/s11803-010-0015-3
  63. Gosman, A.D. (1999), "Developments in CFD for industrial and environmental applications in wind engineering", J. Wind Eng. Ind. Aerod., 81(1-3), 21-39. https://doi.org/10.1016/S0167-6105(99)00007-0
  64. Gosman, A.D. and McGuirk, J.J. (1993), "Second-moment closure predictions of buoyant jets in neutral and stratified cross-flows", Proceeding of the 9th symposium on turbulent shear flow, Kyoto, Japan, August.
  65. Guilmineau, E. (2008), "Computational study of flow around a simplified car body", J. Wind Eng. Ind. Aerod., 96(6-7), 1207-1217. https://doi.org/10.1016/j.jweia.2007.06.041
  66. Guilmineau, E., Chikhaoui, O., Deng, G.B. and Visonneau, M. (2013), "Cross wind effects on a simplified car model by a DES approach", Comput. Fluids, 78, 29-40. https://doi.org/10.1016/j.compfluid.2011.08.020
  67. Gu, M., Chang, C.C., Wu, W. and Xiang, H.F. (1998), "Increase of critical flutter wind speed of long-span bridges using tuned mass dampers", J. Wind Eng. Ind. Aerod., 73(2), 113-123.
  68. Gu, M., Chen, S.R. and Chang, C.C. (2001), "Parametric study on multiple tuned mass dampers for buffeting control of Yangpu bridge", J. Wind Eng. Ind. Aerod., 89(11-12), 987-1000. https://doi.org/10.1016/S0167-6105(01)00094-0
  69. Gu, M., Xu, Y.L., Chen, L.Z. and Xiang, H.F. (1999), "Fatigue life estimation of steel girder of Yangpu cable-stayed Bridge due to buffeting", J. Wind Eng. Ind. Aerod., 80(3), 383-400. https://doi.org/10.1016/S0167-6105(98)00209-8
  70. Guo, W.H., and Xu, Y.L. (2001), "Fully computerized approach to study cable-stayed bridge-vehicle interaction", J. Sound Vib., 248(4), 745-761. https://doi.org/10.1006/jsvi.2001.3828
  71. Guo, W.H. and Xu, Y.L. (2006), "Safety analysis of moving road vehicles on a long bridge under crosswind", J. Eng. Mech. - ASCE, 132(4), 438-446. https://doi.org/10.1061/(ASCE)0733-9399(2006)132:4(438)
  72. Han, Y., Hu, J.X., Cai, C.S., Chen, Z.Q. and Li, C.X. (2013), "Experimental and numerical studies of aerodynamic forces on vehicles and bridges", Wind Struct., 17(2), 163-184. https://doi.org/10.12989/was.2013.17.2.163
  73. Han, Y., Cai, C.S., Zhang, J.R., Chen, S.R. and He, X.H. (2014a), "Effects of aerodynamic parameters on the dynamic responses of road vehicles and bridges under crosswinds", J. Wind Eng. Ind. Aerod., 134, 78-95. https://doi.org/10.1016/j.jweia.2014.08.013
  74. Han, Y., Liu, S., Hu, J.X., Cai, C.S., Zhang, J.R. and Chen, Z.Q. (2014b), "Experimental study on aerodynamic derivatives of a bridge cross-section under different traffic flows", J. Wind Eng. Ind. Aerod., 133, 250-262. https://doi.org/10.1016/j.jweia.2014.08.003
  75. Han, W.S. (2006), Three-dimensional coupled vibration of wind-vehicle-bridge system, Ph.D. dissertation, Tongji University, Shanghai(in Chinese).
  76. Hemida, H. and Baker, C.J. (2010), "Large-eddy simulation of the flow around a freight wagon subjected to a crosswind", Comput. Fluids, 39(10), 1944-1956. https://doi.org/10.1016/j.compfluid.2010.06.026
  77. Holmes, J.D. (2001), Wind loading of structures, Spon Press, Abingdon, UK.
  78. Huang, D.Z. and Wang, T.L. (1992), "Impact analysis of cable-stayed bridges", Comput. Struct., 45(5), 897-908.
  79. Hucho, W.H. (1993), "Aerodynamics of road vehicles", Annu. Rev. Fluid Mech., 25, 485-537. https://doi.org/10.1146/annurev.fl.25.010193.002413
  80. Humphreys, N.D. and Baker, C.J. (1992), "Forces on vehicles in cross winds from moving model tests", J. Wind Eng. Ind. Aerod., 41-44, 2673-2684.
  81. Ibrahim, R. (2005), Liquid sloshing dynamics: theory and applications, Cambridge University Press, Cambridge. UK.
  82. Jacobs, (2008), http://thedeanoftravel.typepad.com/blog/2008/06/another-stormy-afternoon-in-easternnebraska.html
  83. Jain, A., Jones, N.P. and Scanlan, R.H. (1996), "Coupled aeroelastic and aerodynamic response analysis of long-span bridges", J. Wind Eng. Ind. Aerod., 60(1-3), 69-80. https://doi.org/10.1016/0167-6105(96)00024-4
  84. Jeong, U.Y. and Kwon, S.D. (2003), "Sequential numerical procedures for predicting flutter velocity of bridge sections", J. Wind Eng. Ind. Aerod., 91(1-2), 291-305. https://doi.org/10.1016/S0167-6105(02)00352-5
  85. Jiang, Y. (2000), Analysis of buffeting response of cable-stayed bridge, Ph.D. Dissertation, Southwest Jiaotong University, Chengdu (in Chinese).
  86. Jurado, J.A., Sanchez, R., Hernandez, S., Nieto, F. and Kusano, I. (2012), "A review of cases of vortex shedding excitation in bridge: sectional models testing", Proceedings of the 7th International Colloquium on Bluff Body Aerodynamics and Applications, Shanghai, China, September.
  87. Kareem, A., Kijewski, T. and Tamura, Y. (1999), "Mitigation of motions of tall buildings with specific examples of recent applications", Wind Struct., 2(3), 132-184.
  88. Keerthana, M., Jaya, K.P., Rajan, S.S., Thampi, H. and Sankar, R.R. (2011), "Numerical studies on evaluation of aerodynamic force coefficients of cable-stayed bridge deck", J. Wind Eng., 8(2), 19-29.
  89. Kitada, T. (2006), "Considerations on recent trends in, and future prospects of, steel bridge construction in Japan", J. Constr. Steel Res., 62(11), 1192-1198. https://doi.org/10.1016/j.jcsr.2006.06.016
  90. Knabb, R.D., Rhome, J.R. and Brown, D.P. (2005), Tropical Cyclone Report Hurricane Katrina: August 23-30, National Hurricane Center.
  91. Krajnovic, S. and Davidson, L. (2002), "Large eddy simulation of the flow around a bluff body", AIAA J., 40(5), 927-936. https://doi.org/10.2514/2.1729
  92. Krajnovic, S. and Davidson, L. (2003), "Numerical study of the flow around the bus-shaped body", J. Fluids Eng. - ASME, 125(3), 500-509. https://doi.org/10.1115/1.1567305
  93. Krajnovic, S. and Davidson, L. (2005a), "Influence of floor motions in wind tunnels on the aerodynamics of road vehicle", J. Wind Eng. Ind. Aerod., 93(9), 677-696. https://doi.org/10.1016/j.jweia.2005.05.002
  94. Krajnovic, S. and Davidson, L. (2005b), "Flow around a simplified car, Part1: large eddy simulation", J. Fluid. Eng. - T ASME, 127(5), 907-918. https://doi.org/10.1115/1.1989371
  95. Krajnovic, S. and Davidson, L. (2005c), "Flow around a simplified car, Part2: understanding the flow", J. Fluid. Eng. - T ASME, 127(5), 919-928. https://doi.org/10.1115/1.1989372
  96. Krajnovic, S., Bengtsson, A. and Basara, B. (2011), "Large eddy simulation investigation of the hysteresis effects in the flow around an oscillating ground vehicle", J. Fluid. Eng. - T ASME, 133(12), 121103. https://doi.org/10.1115/1.4005260
  97. Krajnovic, S., Ringqvist, P., Nakade, K. and Basara, B. (2012), "Large eddy simulation of the flow around a simplified train moving through a crosswind flow", J. Wind Eng. Ind. Aerod., 110, 86-99. https://doi.org/10.1016/j.jweia.2012.07.001
  98. Larose, G.L. (1999), "Experimental determination of the aerodynamic admittance of a bridge deck segment", J. Fluid Struct., 13(7-8), 1029-1040. https://doi.org/10.1006/jfls.1999.0244
  99. Li, Y.L., Liao, H.L. and Qiang, S.Z. (2003), "Weighting ensemble least-square method for flutter derivatives of bridge decks", J. Wind Eng. Ind. Aerod., 91(6), 713-721. https://doi.org/10.1016/S0167-6105(03)00002-3
  100. Li, Y.L., Liao, H.L. and Qiang, S.Z. (2004), "Study on aerodynamic characteristics of the vehicle-bridge system by the section model wind tunnel test", J. China Railw. Soc., 26(3), 71-75 (in Chinese).
  101. Li, Y.L., Qiang, S.Z., Liao, H.L. and Xu, Y.L. (2005), "Dynamics of wind-rail vehicle-bridge systems", J. Wind Eng. Ind. Aerod., 93(6), 483-507. https://doi.org/10.1016/j.jweia.2005.04.001
  102. Li, Y.L., Hu, P., Cai ,C.S., Zhang, M.J. and Qiang, S.Z. (2013), "Wind tunnel study of a sudden change of train wind loads due to the wind shielding effects of bridge towers and passing trains", J. Eng. Mech.- ASCE, 139(9), 1249-1259. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000559
  103. Li, Y.L., Xiang, H.Y., Wang, B., Xu, Y.L. and Qiang. S.Z. (2013), "Dynamic analysis of wind-vehicle-bridge system with two trains interaction", Adv. Struct. Eng., 16(10), 1663-1670. https://doi.org/10.1260/1369-4332.16.10.1663
  104. Li, Y.L., Hu, P., Xu, Y.L., Zhang, M.J. and Liao, H.L. (2014), "Wind loads on a moving vehicle-bridge deck system by wind-tunnel model test", Wind Struct., 19(2), 145-167. https://doi.org/10.12989/was.2014.19.2.145
  105. Lin, Y.K. and Yang, J.N. (1983), "Multimode bridge response to wind excitations", J. Eng. Mech.- ASCE, 109(2), 586-603. https://doi.org/10.1061/(ASCE)0733-9399(1983)109:2(586)
  106. Liu, H. (1991), Wing Engineering: A Handbook for Structural Engineers, Upper Saddle River, NJ, USA.
  107. Ma, R. and Chen A. (2007), "Determination of flutter derivatives by a taut strip model", J. Wind Eng. Ind. Aerod., 95, 1400-1414. https://doi.org/10.1016/j.jweia.2007.02.018
  108. Malviya, V., Mishra, R. and Fieldhous J. (2009), "CFD investigation of a novel fuel-saving device for articulated tractor-trailer combinations", Eng. Appl. Comput. Fluid Mech., 3(4), 587-607.
  109. Martin, G. (2012), https://www.youtube.com/watch?v=WUOCD2hsNLg.
  110. Maruyama, Y. and Yamazaki, F. (2006), "Driving simulator experiment on the moving stability of an automobile under strong crosswind", J. Wind Eng. Ind. Aerod., 94(4),191-205. https://doi.org/10.1016/j.jweia.2005.12.006
  111. Miyata, T. and Yamada, H. (1998), "New ideas on the aero-elastic coupled behavior control of the super long span bridges", Proceedings of the 2nd World Conference on Structural Control, Kyoto, Japan, June-July.
  112. Mohammadi, M.S. and Mukherjee, R. (2013), Wind loads on bridge-analysis of a three span bridge based on theoretical methods and Eurocode1, Master Thesis, Royal Institute of Technology, Stockhom.
  113. Murakami, S. (1998), "Over view of turbulence models applied in CWE-1997", J. Wind Eng. Ind. Aerod., 74-76, 1-24. https://doi.org/10.1016/S0167-6105(98)00004-X
  114. Murakami, S., Kato, S., Chikamoto, T., Laurence, D. and Blay, D. (1996), "New low-Reynolds-number $k-{\varepsilon}$ model including damping effect due to buoyancy in a stratified flow field", Int. J. Heat Mass Tran., 39(16), 3483-3496. https://doi.org/10.1016/0017-9310(95)00356-8
  115. Namini, A. (1992), "Investigation of analytical modeling for long-span bridge flutter", J. Wind Eng. Ind. Aerod., 42(1-3), 1277-1278. https://doi.org/10.1016/0167-6105(92)90134-V
  116. Olsson, M. (1985). "Finite element model co-ordinate analysis of structures subjected to moving loads", J. Sound Vib., 99(1), 1-12. https://doi.org/10.1016/0022-460X(85)90440-7
  117. Omenzetter, P., Wilde, K. and Fujino, Y. (2002), "Study of passive deck-flaps flutter control system on full bridge model. I: theory", J. Eng. Mech. - ASCE, 128(3), 264-279. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:3(264)
  118. Osth, J. and Krajnovic, S. (2012), "The flow around a simplified tractor-trailer model studied by large eddy simulation", J. Wind Eng. Ind. Aerod., 102, 36-47. https://doi.org/10.1016/j.jweia.2011.12.007
  119. Osth, J. and Krajnovic, S. (2014), "A study of the aerodynamics of a generic container freight wagon using large-eddy simulation", J. Fluid. Struct., 44, 31-51. https://doi.org/10.1016/j.jfluidstructs.2013.09.017
  120. Patten, J. McAuliffe, B. Mayda, W. and Tanguay, B. (2012), Review of aerodynamic drag reduction devices for heavy trucks and buses, Technical report, NRC-CNRC.
  121. Patten, W.N., Sack, R.L. and He, Q. (1996), "Controlled semi active hydraulic vibration absorber for bridge", J. Struct. Eng. - ASCE, 122(2), 187-192. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:2(187)
  122. Pourzeynali, S. and Datta, T.K. (2002), "Control of flutter of suspension bridge deck using TMD", Wind Struct., 5(5), 407-422. https://doi.org/10.12989/was.2002.5.5.407
  123. Rocchi, D., Rosa, L., Sobbioni, E., Sbrosi, M. and Belloli, M. (2012), "A numerical-experimental methodology for simulating the aerodynamic forces acting on a moving vehicle passing through the wake of a bridge tower under crosswind", J. Wind Eng. Ind. Aerod., 104-106, 256-265. https://doi.org/10.1016/j.jweia.2012.03.012
  124. Rocchi, D. and Zasso, A. (2002), "Vortex shedding from a circular cylinder in a smooth and wired configuration: comparison between 3D LES simulation and experimental analysis", J. Wind Eng. Ind. Aerod., 90(4-5), 475-489. https://doi.org/10.1016/S0167-6105(01)00203-3
  125. Sadiku, S., Leipholz, H.H.E. (1987), "On the dynamics of elastic systems with moving concentrated masses", Ingenieur-Archiv, 57(3), 223-242. https://doi.org/10.1007/BF02570609
  126. Scanlan R.H. (1978), "The action of flexible bridge under wind, II: Buffeting theory", J. Sound Vib., 60(2), 201-211. https://doi.org/10.1016/S0022-460X(78)80029-7
  127. Scanlan, R.H. (1988), "On flutter and buffeting mechanism in long-span bridges", Probablist. Eng. Mech., 3(1), 22-27. https://doi.org/10.1016/0266-8920(88)90004-5
  128. Scanlan, R.H. and Jones, N. (1990), "Aeroelastic analysis of cable-stayed bridges", J. Struct. Eng. - ASCE, 116(2), 279-297. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:2(279)
  129. Scanlan, R.H. and Tomko, J.J. (1971), "Airfoil and bridge deck flutter derivatives", J. Eng. Mech. Div. - ASCE, 97(6), 1717-1737.
  130. Shi, X., Cai, C.S. and Chen, S. (2008), "Vehicle induced dynamic behavior of short-span slab bridges considering effect of approach slab condition", J. Bridge Eng. - ASCE, 13(1), 83-92. https://doi.org/10.1061/(ASCE)1084-0702(2008)13:1(83)
  131. Shirai, S. and Ueda, T. (2003), "Aerodynamic simulation by CFD on flat box girder of super-long-span suspension bridge", J. Wind Eng. Ind. Aerod., 91(1-2), 279-290. https://doi.org/10.1016/S0167-6105(02)00351-3
  132. Simiu, E. and Scanlan. R.H. (1996), Wind effects on structures-Fundamentals and Applications to Design, 3rd Ed., John Wiley & Sons Publication, Hoboken, NJ, USA.
  133. Suzuki, M., Tanemoto, K. and Maeda, T. (2003), "Aerodynamic characteristics of train/vehicles under cross winds", J. Wind Eng. Ind. Aerod., 91(1-2), 209-218. https://doi.org/10.1016/S0167-6105(02)00346-X
  134. Takeda, T., Niihara, Y., Ohshio, M., Nakano, R., Kozuma, F. and Ogawa, A. (1998), "Vertical gust response control of long span cable-stayed bridge under cantilever construction by active mass damper", Proceedings of the 2nd World Conference on Structural Control, Kyoto, Japan, June-July.
  135. The National Academies (2006), Where the Weather Meets the Road-A Research Agenda for Improving Road Weather System, Report in Brief, The National Academies.
  136. Torregrossa, M. (2013), http://www.mlive.com/weather/index.ssf/2013/07/semi-truck_blown_over_on_ macki.html.
  137. Virlogeux M. (1992), Wind design and analysis for the Normandy Bridge. (Ed. Larsen, A.) Aerodynamics of large bridges. Rotterdam, the Netherlands: Balkema.
  138. Wang, B., Xu, Y.L., Zhu, L.D., Cao, S.Y. and Li, Y.L. (2013), "Determination of aerodynamic forces on stationary/moving vehicle-bridge deck system under crosswind using computational fluid dynamics", Eng. Appl. Comput. Fluid Mech., 7(3), 355-368.
  139. Wang, J.F., Lin, C.C. and Chen, B.L. (2003), "Vibration suppression for high-speed railway bridges using tuned mass dampers", Int. J. Solids Struct., 40(2), 465-491. https://doi.org/10.1016/S0020-7683(02)00589-9
  140. Wang, S.Q., Xia, H., Guo, W.W. and Zhang, N. (2010), "Nonlinear dynamic response analysis of a long span suspension bridge under running train and turbulent wind", Interact. Multis. Mech., 3(4), 309-320. https://doi.org/10.12989/imm.2010.3.4.309
  141. Wang T.L. and Huang D.Z. (1992), "Cable-stayed bridge vibration due to road surface roughness", J. Struct. Eng. - ASCE, 118(5), 1354-1374. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:5(1354)
  142. Wang, X.Y., Ni, Y.Q., Ko, J.M. and Chen, Z.Q. (2005), "Optimal design of viscous dampers for multi-mode vibration control of bridge cables", Eng. Struct., 27(5), 792-800. https://doi.org/10.1016/j.engstruct.2004.12.013
  143. Wu, J., Zhou, Y.F. and Chen, S.R. (2012a), "Wind-induced performance of long-span bridge with modified cross-section profiles by stochastic traffic", Eng. Struct. , 41, 464-476. https://doi.org/10.1016/j.engstruct.2012.04.004
  144. Wu, J., Chen, S.R. and van de Lindt, J.W. (2012b), "Fatigue assessment of slender long-span bridges: reliability approach", J. Bridge Eng. - ASCE, 17(1), 47-57. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000232
  145. Xia, H., Guo, W.W., Zhang, N. and Sun, G.J. (2008), "Dynamic analysis of a train-bridge system under wind action", Comput. Struct., 86(19-20), 1845-1855. https://doi.org/10.1016/j.compstruc.2008.04.007
  146. Xiang, H.Y., Li, Y.L., Chen, B. and Liao, H.L. (2014), "Protection effect of railway wind barrier on running safety of train under cross winds", Adv. Struct. Eng., 17(8), 1177-1187. https://doi.org/10.1260/1369-4332.17.8.1177
  147. Xu, Y.L. and Guo, W.H. (2003), "Dynamic analysis of coupled road vehicle and cable-stayed bridge systems under turbulent wind", Eng. Struct., 25(4), 473-486. https://doi.org/10.1016/S0141-0296(02)00188-8
  148. Xu, Y.L., Xia, H. and Yan, Q.S. (2003). "Dynamic response of suspension bridge to high wind and running train", J. Bridge Eng. - ASCE, 8(1), 46-55. https://doi.org/10.1061/(ASCE)1084-0702(2003)8:1(46)
  149. Xu, Y.L. and Guo, W.H. (2004), "Effects of bridge motion and crosswind on ride comfort of road vehicles", J. Wind Eng. Ind. Aerod., 92(7-8), 641-662. https://doi.org/10.1016/j.jweia.2004.03.009
  150. Xu, Y.L., Guo, W.W., Chen, J., Shum, K.M. and Xia, He. (2007), "Dynamic response of suspension bridge to typhoon and trains. I: Field measurement results", J. Struct. Eng. - ASCE, 133(1), 3-11. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:1(3)
  151. Xu, Y.L., Zhang, N. and Xia, H. (2014), "Vibration of coupled train and cable-stayed bridge systems in cross winds", Eng. Struct., 26(10), 1389-1406. https://doi.org/10.1016/j.engstruct.2004.05.005
  152. Xu, Y.L., Liu, T.T. and Zhang, W.S. (2009), "Buffeting-induced fatigue damage assessment of a long suspension bridge", Int. J. Fatigue, 31(3), 575-586. https://doi.org/10.1016/j.ijfatigue.2008.03.031
  153. Zhang, T., Xia, H. and Guo, W.W. (2013), "Analysis on running safety of train on bridge with wind barriers subjected to cross wind" , Wind Struct., 17(3), 203-225. https://doi.org/10.12989/was.2013.17.2.203
  154. Zhang, W. and Cai, C.S. (2012), "Fatigue reliability assessment for existing bridges considering vehicle and road surface conditions", J. Bridge Eng. - ASCE, 17(3), 443-453. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000272
  155. Zhang, W., Cai, C.S. and Fang, P. (2013), "Fatigue reliability assessment for long-span bridges under combined dynamic loads from winds and vehicles", J. Bridge Eng.- ASCE, 18(8), 735-747. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000411
  156. Zhang, W., Cai, C.S., Pan, F. and Zhang, Y. (2014), "Fatigue life estimation of existing bridges under vehicle and non-stationary hurricane wind", J. Wind Eng. Ind. Aerod., 133(10), 135-145. https://doi.org/10.1016/j.jweia.2014.06.008
  157. Zhang, Z., Chen, Z., Cai, Y. and Ge, Y. (2011), "Indicial functions for bridge aeroelastic forces and time-domain flutter analysis", J. Bridge Eng. - ASCE, 16(4), 546-557. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000176
  158. Zhu, L.D., Li, L., Xu, Y.L. and Zhu Q. (2012), "Wind tunnel investigations of aerodynamic coefficients of road vehicles on bridge deck", J. Fluid. Struct., 30, 35-50. https://doi.org/10.1016/j.jfluidstructs.2011.09.002

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