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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. 相似文献
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<正>中国地理学会2013年学术活动之一、第七届全国人文地理沙龙于2013年3月23-24日在上海复旦大学举行。来自中国科学院和北京大学、北京师范大学、中山大学、华东师范大学、华南师范大学、暨南大学、陕西师范大学、南京大学、上海师范大学、上海交通大学、合肥工业大学、上海工程技术大学以及 相似文献
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