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机构地区:[1]State Key Laboratory of Ocean Engineering,Shanghai JiaoTong University [2]School of Naval Architecture and Marine Engineering,Jiangsu University of Scienceand Technology
出 处:《China Ocean Engineering》2013年第5期563-578,共16页中国海洋工程(英文版)
基 金:supported by the National Natural Science Foundation of China(Grant Nos.40906049 and 51309123)
摘 要:Analyzing the dynamic response and calculating the tendon tension of the mooring system are necessary for the structural design of a tension leg platform (TLP). The six-degree-of-freedom dynamic coupling responses and the mooring characteristics of TLP under random waves are studied by using a self-developed program. Results are verified by the 1:40 scaling factor model test conducted in the State Key Laboratory of Ocean Engineering at Shanghai JiaoTong University. The mean, range, and standard deviation of the numerical simulation and model test are compared. The influences of different sea states and wave approach angles on the dynamic response and tendon tension of the mooring system are investigated. The acceleration in the center and corner of the deck is forecasted.Analyzing the dynamic response and calculating the tendon tension of the mooring system are necessary for the structural design of a tension leg platform (TLP). The six-degree-of-freedom dynamic coupling responses and the mooring characteristics of TLP under random waves are studied by using a self-developed program. Results are verified by the 1:40 scaling factor model test conducted in the State Key Laboratory of Ocean Engineering at Shanghai JiaoTong University. The mean, range, and standard deviation of the numerical simulation and model test are compared. The influences of different sea states and wave approach angles on the dynamic response and tendon tension of the mooring system are investigated. The acceleration in the center and corner of the deck is forecasted.
关 键 词:TLP nonlinear stochastic waves model test coupled response
分 类 号:U661.7[交通运输工程—船舶及航道工程]
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