Hydrodynamic interaction of floating bridge pontoons and its effect on the bridge dynamic responses

被引:21
作者
Fenerci, Aksel [1 ]
Kvale, Knut Andreas [2 ]
Xiang, Xu [3 ]
Oiseth, Ole [2 ]
机构
[1] Norwegian Univ Sci & Technol, Dept Ocean Operat & Civil Engn, Trondheim, Norway
[2] Norwegian Univ Sci & Technol, Dept Struct Engn, Trondheim, Norway
[3] Norwegian Publ Rd Adm, Oslo, Norway
关键词
Floating bridge; Pontoon; Hydrodynamic interaction; Diffraction; Radiation; Bridge dynamics; 2; BARGES; GAP; DIFFRACTION; FORCES; BODIES; ARRAY;
D O I
10.1016/j.marstruc.2022.103174
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
ABSTR A C T As pontoons of floating bridges respond to the dynamic actions of the wind and wave loading, additional forces are imposed on the pontoons due to the hydrodynamic interaction of these floating bodies. The wave forces on a selected pontoon and consequently its motion are affected by the presence and motion of adjacent pontoons through the motion of the fluid between the bodies. Here, we investigate the effect of such interactions on the global bridge dynamic re-sponses. The hydrodynamic interaction effects are modeled using multibody potential theory with added artificial damping. The stochastic dynamic analyses of the bridge in the frequency-domain under combined wind and wave excitation revealed significant differences in the girder section forces when the interaction effects were included. The results imply that the hydrodynamic interaction effects should be considered in the design of such structures. The methodology pre-sented here provides practical means for the analytical assessment of such effects.
引用
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页数:23
相关论文
共 60 条
[1]  
[Anonymous], 2008, VERY LARGE FLOATING
[2]  
Booij N., 1997, 25th International Conference on Coastal Engineering, P668, DOI [DOI 10.1061/9780784402429.053, 10.1061/9780784402429.053]
[3]   Hydrodynamic interaction forces on multi-moduled structures [J].
Chakrabarti, S .
OCEAN ENGINEERING, 2000, 27 (10) :1037-1063
[4]  
Chen X., 2004, 6 INT C HYDR 2004
[5]   Extreme responses and associated uncertainties for a long end -anchored floating bridge [J].
Cheng, Zhengshun ;
Gao, Zhen ;
Moan, Torgeir .
ENGINEERING STRUCTURES, 2020, 219
[6]   Hydrodynamic load modeling and analysis of a floating bridge in homogeneous wave conditions [J].
Cheng, Zhengshun ;
Gao, Zhen ;
Moan, Torgeir .
MARINE STRUCTURES, 2018, 59 :122-141
[7]   Wave load effect analysis of a floating bridge in a fjord considering inhomogeneous wave conditions [J].
Cheng, Zhengshun ;
Gao, Zhen ;
Moan, Torgeir .
ENGINEERING STRUCTURES, 2018, 163 :197-214
[8]  
DNV GL., 2017, WAD WAV AN DIFFR MOR
[9]  
Eatock Taylor R, 2008, P 23 INT WORKSH WAT
[10]   Two-dimensional resonant piston-like sloshing in a moonpool [J].
Faltinsen, Odd M. ;
Rognebakke, Olav F. ;
Timokha, Alexander N. .
JOURNAL OF FLUID MECHANICS, 2007, 575 :359-397