3D nonlinear dynamic analysis of cable-moored offshore structures

被引:4
作者
Wang, Kun [1 ]
Er, Guo-Kang [2 ]
Zhu, Zhihui [1 ,3 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha, Hunan, Peoples R China
[2] Univ Macau, Dept Civil & Environm Engn, Taipa, Macao, Peoples R China
[3] Cent South Univ, Natl Engn Lab High Speed Railway Construct, Changsha, Hunan, Peoples R China
基金
中国国家自然科学基金;
关键词
Nonlinear; Elemental stiffness matrix; 3D cable element; compatibility conditions; FLOATING STRUCTURES; COUPLED ANALYSIS; MOORING LINE; ELEMENT; SYSTEM; MODEL;
D O I
10.1016/j.oceaneng.2020.107759
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
The nonlinear oscillations of the floating structures anchored by cables are studied in three dimensions. The floating structure is anchored by four symmetric mooring lines and the mooring lines are fixed on the seafloor at the other ends. The stiffness matrix of 3D cable element has been established and applied to analyze the dynamics of the 3D floating structures anchored by cables. The complex compatibility conditions which relate the responses of the floating body and cables have been proposed. The equations of motion for the mooring lines and floating body are individually formulated. Then they are combined as an entire system by utilizing the compatibility conditions. At last, the entire system is analyzed numerically with horizontal harmonic excitations applied on the floating body. The amplitudes for both the responses of the platform and the maximum mooring force are studied as the excitation frequency changes. The responses of the platform and the maximum mooring force are also investigated for varieties of cable parameters.
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页数:12
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