Dynamic Behaviors of a Moored Floating Structure with Flexible Skirts
Dynamic Behaviors of a Moored Floating Structure with Flexible Skirts作者机构：Research Center for Ocean Energy and Strategies National Taiwan Ocean University Keelung 202 Taiwan R.O.C. Ph.D. Program in Department of Harbor and River Engineering National Taiwan Ocean University Keelung 202 Taiwan R.O.C. Department of Construction and Spatial Design. Tungnan University New Taipei City 222 Taiwan R.O.C
出 版 物：《Journal of Energy and Power Engineering》 (能源与动力工程（美国大卫英文）)
年 卷 期：2016年第10卷第1期
页 面：13-22页
学科分类：081505[工学-港口、海岸及近海工程] 08[工学] 0815[工学-水利工程] 0824[工学-船舶与海洋工程] 0814[工学-土木工程] 082401[工学-船舶与海洋结构物设计制造]
主 题：Floating structure dual boundary element method response amplitude operators flexible skirts.
摘 要：A numerical model was developed by using the dual boundary element method to investigate the dynamic behavior of a moored floating structure with a pair of vertical and flexible skirts attached at its bottom in the linear wave field. Theoretical conception is based on potential theory with linear external forces. The motions of the structure were assumed to be small and linear. The flexible skirts mounted beneath the structure were assumed uniform flexural rigidity and the thickness of the skirts was negligible. Comparison between the present model and Gesraha＇s solution was made to verify the results for a moored floating structure with or without rigid skirts. The influence of the skirt rigidity on the moored floating structure, moored lines and waves is investigated in this study. The results show that, the natural frequencies of structure＇s oscillation, moored force, wave reflection and transmission tend to the region of short-period waves when the flexible rigidity gradually decreases. Positive correlation exists between the aft mooring force and the pitch motion of the floating structure.
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