Experimental investigation on a freestanding bridge tower under wind and wave loads |
Bai, Xiaodong
(Ministry-of-Education Key Laboratory of Structural Dynamic Behavior and Control, School of Civil Engineering, Harbin Institute of Technology)
Guo, Anxin (Ministry-of-Education Key Laboratory of Structural Dynamic Behavior and Control, School of Civil Engineering, Harbin Institute of Technology) Liu, Hao (Ministry-of-Education Key Laboratory of Structural Dynamic Behavior and Control, School of Civil Engineering, Harbin Institute of Technology) Chen, Wenli (Ministry-of-Education Key Laboratory of Structural Dynamic Behavior and Control, School of Civil Engineering, Harbin Institute of Technology) Liu, Gao (Bridge Technology Research Center, CCCC Highway Consultants Co., Ltd.) Liu, Tianchen (Bridge Technology Research Center, CCCC Highway Consultants Co., Ltd.) Chen, Shangyou (Bridge Technology Research Center, CCCC Highway Consultants Co., Ltd.) Li, Hui (Ministry-of-Education Key Laboratory of Structural Dynamic Behavior and Control, School of Civil Engineering, Harbin Institute of Technology) |
1 | Sumer, B.M. and Fredsoe, J. (1997), Hydrodynamics around cylindrical structures, World Scientific, Singapore. |
2 | Utsunomiya, T., Yoshida, S., Ookubo, H., Sato, I. and Ishida, S. (2014), "Dynamic analysis of a floating offshore wind turbine under extreme environmental conditions", J. Offshore Mech. Arct. Eng. Trans., ASME, 136(2), 020904-1. |
3 | Vickery, P. (1995), "Wind-induced response of tension leg platform: theory and experiment", J. Struct. Eng., 121(4), 651-663. DOI |
4 | Watanabe, E., Maruyama, T., Tanaka, H. and Takeda, S. (2000), "Design and construction of a floating swing bridge in Osaka", Mar. Struct., 13, 437-458. DOI |
5 | Xu, Y.L. and Wang, L.Y. (2003), "Analytical study of wind-rain-induced cable vibration: SDOF model", J. Wind Eng. Ind. Aerod., 91(1-2), 27-40. DOI |
6 | Zaheer, M.M. and Islam, N. (2008). "Fluctuating wind induced response of double hinged articulated loading platform", The 27th International Conference on Offshore Mechanics and Arctic Engineering-ASME, Estoril, Portugal, June. |
7 | Zaheer, M.M. and Islam, N. (2012), "Stochastic response of a double hinged articulated leg platform under wind and waves", J. Wind Eng. Ind. Aerod., 111, 53-60. DOI |
8 | Belloli, M., Fossati, F., Giappino, S., Muggiasca, S. and Villani, M. (2011), "On the aerodynamic and aeroelastic response of a bridge tower", J. Wind Eng. Ind. Aerod., 99(6-7), 729-733. DOI |
9 | Breton, S. and Moe, G. (2009), "Status, plans and technologies for offshore wind turbines in Europe and North America", Renew. Energy, 34(3), 646-654. DOI |
10 | Chakrabarti, S. (2005), Handbook of Offshore Engineering, Elsevier, Oxford, UK. |
11 | Chen, W.M., Zheng, Z.Q. and Li, M. (2010), "Multi-mode vortex-induced vibration of slender cable experiencing shear flow", Procedia Eng., 4, 145-152. DOI |
12 | Daneshvaran, M.T.S. and Vickery, B.J. (1995), "Dynamic response of a compliant tower in wind and waves", Proceedings of the 27th Annual Offshore Technology Conference, Houston, Texas, May. |
13 | Diana, G., Fiammenghi, G., Belloli, M. and Rocchi, D. (2013), "Wind tunnel tests and numerical approach for long span bridges: The Messina bridge", J. Wind Eng. Ind. Aerod., 122, 38-49. DOI |
14 | Gu, M. (2009), "On wind-rain induced vibration of cables of cable-stayed bridges based on quasi-steady assumption", J. Wind Eng. Ind. Aerod., 97(7-8), 381-391. DOI |
15 | Holmes, J.D. (2001), Wind loading of structures, CRC Press, Boca Raton, FL, USA. |
16 | Jain, A., Jones, N.P. and Scanlan, R.H. (1996), "Coupled flutter and buffeting analysis of long-span bridges", J. Struct. Eng., ASCE, 122(7), 716-725. DOI |
17 | Jensen, J.J., Olsen, A.S. and Mansour, A.E. (2011), "Extreme wave and wind response predictions", Ocean Eng., 38(17-18), 2244-2253. DOI |
18 | Larose, G.L., Falco, M. and Cigada, A. (1995), "Aeroelastic Response of the Towers for the Proposed Bridge over Stretto-Di-Messina", J. Wind Eng. Ind. Aerod., 57(2-3), 363-373. DOI |
19 | Jonkman, J.M. (2007), "Dynamics modelling and load analysis of an offshore floating wind turbine", Technical Report NREL/TP-500-41958, National Renewable Energy Laboratory, University of Colorado. |
20 | Kareem, A. (1983), "Nonlinear dynamic analysis of compliant offshore platforms subjected to fluctuating wind", J. Wind Eng. Ind. Aerod., 14(1), 345-356. DOI |
21 | Larose, G.L., Zasso, A., Melelli, S. and Casanova, D. (1998), "Field measurements of the wind-induced response of a 254 m high free-standing bridge pylon", J. Wind Eng. Ind. Aerod., 74-76, 891-902. DOI |
22 | Manenti, S. and Petrini, F. (2010), "Dynamic analysis of an offshore wind turbine: wind-waves nonlinear interaction", Proceedings of the 12th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments, ASCE, Honolulu, Hawaii, March. |
23 | McCormick, M.E. (2009), Ocean Engineering Mechanics: With Applications, Cambridge University Press, New York, NY, USA. |
24 | Philippe, M., Babarit, A. and Ferrant, P. (2013), "Modes of response of an offshore wind turbine with directional wind and waves", Renew. Energy, 49, 151-155. DOI |
25 | Ricciardelli, F. (1996), "Prediction of the response of suspension and cable-stayed bridge towers to wind loading", J. Wind Eng. Ind. Aerod., 64(2-3), 145-159. DOI |
26 | Siringoringo, D.M. and Fujino, Y. (2012), "Observed along-wind vibration of a suspension bridge tower", J. Wind Eng. Ind. Aerod., 103, 107-121. DOI |