Dynamic Behaviors of a Floating Bridge with Mooring Lines under Wind and Wave Excitations
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Dynamic Behaviors of a Floating Bridge with Mooring Lines under Wind and Wave Excitations

Authors: Chungkuk Jin, Moohyun Kim, Woo Chul Chung

Abstract:

This paper presents global performance and dynamic behaviors of a discrete-pontoon-type floating bridge with mooring lines in time domain under wind and wave excitations. The structure is designed for long-distance and deep-water crossing and consists of the girder, columns, pontoons, and mooring lines. Their functionality and behaviors are investigated by using elastic-floater/mooring fully-coupled dynamic simulation computer program. Dynamic wind, first- and second-order wave forces, and current loads are considered as environmental loads. Girder’s dynamic responses and mooring tensions are analyzed under different analysis methods and environmental conditions. Girder’s lateral responses are highly influenced by the second-order wave and wind loads while the first-order wave load mainly influences its vertical responses.

Keywords: Floating bridge, elastic dynamic response, coupled dynamics, mooring line, pontoon, wave/wind excitation, resonance, second-order effect.

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References:


[1] M.E. Eidem, “Overview of floating bridge projects in Norway.” ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering, OMAE2017-62714, 2017.
[2] Z. Cheng, Z. Gao, T. Moan, “Wave load effect analysis of a floating bridge in a fjord considering inhomogeneous wave conditions,” Engineering Structures, 163, 197-214, 2018.
[3] Z. Cheng, Z. Gao, T. Moan, “Hydrodynamic load modeling and analysis of a floating bridge in homogeneous wave conditions,” Marine Structures, 59, 122-141, 2018.
[4] S. Fu, W. Cui, X. Chen, C. Wang, “Hydroelastic analysis of a nonlinearly connected floating bridge subjected to moving loads,” Marine Structures, 18, 85-107, 2005.
[5] A.G. Fredriksen, M.F. Heiervang, P.N. Larsen, P.G. Sandnes, B. Sørby, B. Bonnemaire, et al., “Hydrodynamical Aspects of Pontoon Optimization for a Side-Anchored Floating Bridge,” Journal of Offshore Mechanics and Arctic Engineering, 141, 031603, 2019.
[6] W. Wei, S. Fu, T. Moan, C. Song, S. Deng, H. Lie, “A Time-domain method for hydroelasticity of a curved floating bridge in inhomogeneous waves,” Journal of Offshore Mechanics and Arctic Engineering, 141, 014501-1, 2019.
[7] Orcina. OrcaFlex Manual, 2018.
[8] C. Jin, M.-H. Kim, “Time-domain hydro-elastic analysis of a SFT (submerged floating tunnel) with mooring lines under extreme wave and seismic excitations,” Applied Sciences, 8, 2386, 2018.
[9] C. Jin, M.-H. Kim, “Tunnel-mooring-train coupled dynamic analysis for submerged floating tunnel under wave excitations,” Applied Ocean Research, 94, 102008, 2020.
[10] M.H. Kim, D.K.P. Yue, “Sum-and difference-frequency wave loads on a body in unidirectional Gaussian seas,” Journal of Ship Research, 35, 127-140, 1991.
[11] M.-H. Kim, D.K.P. Yue, “The complete second-order diffraction solution for an axisymmetric body Part 2. Bichromatic incident waves and body motions,” Journal of Fluid Mechanics, 211, 557-593, 1990.
[12] M.-H. Kim, “Difference-frequency wave loads on a large body in multi-directional waves,” Applied ocean research, 14, 353-370, 1992.