Simulation of vibrations of Ting Kau Bridge due to vehicular loading from measurements
![]() ![]() |
Au, F.T.K.
(Department of Civil Engineering, The University of Hong Kong)
Lou, P. (Department of Civil Engineering, The University of Hong Kong) Li, J. (Department of Civil Engineering, The University of Hong Kong) Jiang, R.J. (Department of Civil Engineering, The University of Hong Kong) Zhang, J. (Department of Civil Engineering, The University of Hong Kong) Leung, C.C.Y. (Department of Civil Engineering, The University of Hong Kong) Lee, P.K.K. (Department of Civil Engineering, The University of Hong Kong) Lee, J.H. (Department of Civil Engineering, The University of Hong Kong) Wong, K.Y. (Bridges and Structures Division, Highways Department, The Government of the Hong Kong Special Administrative Region) Chan, H.Y. (Bridges and Structures Division, Highways Department, The Government of the Hong Kong Special Administrative Region) |
1 | Au, F.T.K., Jiang, R.J., Leung, C.C.Y., Xie, L.Z., Lee, P.K.K., Wong, K.Y. and Chan, W.Y. (2007), "Development and calibration of finite element models for structural health monitoring of Ting Kau Bridge", Invited Lecture, Proceedings of International Symposium on Environmental Vibrations (ISEV 2007), Taipei, Taiwan, November. |
2 | Au, F.T.K., Tham, L.G., Lee, P.K.K., Su, C., Han, D.J., Yan, Q.S. and Wong, K.Y. (2003), "Ambient vibration measurements and finite element modelling for the Hong Kong Ting Kau Bridge", Struct. Eng. Mech., 15(1), 115-134. DOI |
3 | Au, F.T.K., Wang, J.J. and Cheung, Y.K. (2002), "Impact study of cable-stayed railway bridges with random rail irregularities", Eng. Struct., 24(5), 529-541. DOI ScienceOn |
4 | Bickel, P.J. and Doksum, K.A. (2001), Mathematical Statistics: Basic Ideas and Selected Topics, Vol. 1, 2nd Edition, Prentice-Hall Inc., New Jersey. |
5 | British Standards Institution (1980), BS5400: Part 10, Steel, Concrete and Composite Bridges - Code of Practice for Fatigue, London. |
6 | Chang, T.P., Liu, M.F. and O, H.W. (2009), "Vibration analysis of a uniform beam traversed by a moving vehicle with random mass and random velocity", Struct. Eng. Mech., 31(6), 737-749. DOI |
7 | Coussy, O., Said, M. and Vanhoove, J.P. (1989), "The influence of random surface irregularities on the dynamic response of bridges under suspended moving loads", J. Sound Vib., 130(2), 313-320. DOI ScienceOn |
8 | Jo, J.S., Jung, H.J. and Kim, H. (2008), "Finite element analysis of vehicle-bridge interaction by an iterative method", Struct. Eng. Mech., 30(2), 165-176. DOI |
9 | Law, S.S. and Zhu, X.Q. (2005), "Bridge dynamic responses due to road surface roughness and braking of vehicle", J. Sound Vib., 282(3-5), 805-830. DOI |
10 | Lee, C.H., Kawatani, M., Kim, C.W., Nishimura, N. and Kobayashi, Y. (2006), "Dynamic response of a monorail steel bridge under a moving train", J. Sound Vib., 294(3), 562-579. DOI ScienceOn |
11 | Li, Q., Xu, Y.L., Wu, D.J. and Chen, Z.W. (2010), "Computer-aided nonlinear vehicle-bridge interaction analysis", J. Vib. Control, 16(12), 1791-1816. DOI ScienceOn |
12 | Kawatani, M., Kobayashi, Y. and Takamori, K. (1998), "Non-stationary random analysis with coupling vibration of bending and torsion of simple girder-bridge under moving vehicles", Struct. Eng. Earthq. Eng., 15(1), 107-114. |
13 | Kwasniewski, L. and Li, H.Y. (2006), "Finite element analysis of vehicle-bridge interaction", Finite Elem. Anal. Des., 42(11), 950-959. DOI ScienceOn |
14 | Song, M.K. and Choi, C.K. (2002), "Analysis of high-speed vehicle-bridge interactions by a simplified 3-D model", Struct. Eng. Mech., 13(5), 505-532. DOI |
15 | Song, M.K. and Fujino, Y. (2008), "Dynamic analysis of guideway structures by considering ultra high-speed Maglev train-guideway interaction", Struct. Eng. Mech., 29(4), 355-380. DOI |
16 | The University of Hong Kong (2000), Ting Kau Bridge: Ambient Vibration Measurement of Complete Bridge, Report Prepared for the Bridges and Structures Division, Highways Department, Government of the Hong Kong Special Administrative Region. |
17 | Wu, Y.S. and Yang, Y.B. (2003), "Steady-state response and riding comfort of trains moving over a series of simply supported bridges", Eng. Struct., 25(2), 251-265. DOI ScienceOn |
18 | The University of Hong Kong (2007), Ting Kau Bridge: 3D Finite Element Grid Beam Model of the Global Bridge Structure, Report Prepared for the Bridges and Structures Division, Highways Department, Government of the Hong Kong Special Administrative Region. |
19 | Wang, T.L. and Huang, D.Z. (1992), "Cable-stayed bridge vibration due to road surface roughness", J. Struct. Eng.-ASCE, 118(5), 1354-1373. DOI |
20 | Wiriyachai, A., Chu, K.H. and Garg, V.K. (1982), "Bridge impact due to wheel and track irregularities", J. Eng. Mech.-ASCE, 108(4), 648-666. |
21 | Yang, Y.M., Pan, J.Y. and Cheng, Q.G. (1995), "Theoretical and experimental studies of the dynamic response of long span railway bridge (in Chinese)", China Railway Science, 16(4), 1-15. |
22 | Yang, Y.B. and Lin, C.W. (2005), "Vehicle bridge interaction dynamics and potential applications", J. Sound Vib., 284(1-2), 205-226. DOI ScienceOn |
![]() |