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Analysis of Responses of Floating Dual Pontoon Structure 被引量：2

Analysis of Responses of Floating Dual Pontoon Structure
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摘要 A numerical model is developed by use of the boundary integral equation method to investigate the responses of a two-dimensional floating structure. The structure under consideration consisting of two pontoons, is connected by a rigid framework, and linked to the sea floor by a mooring system. The theoretical conception is based on potential theory with hnear external forces, and applied to an arbitrarily shaped body and water depth. The discussion includes the influence of draft and space between pontoons on the responses of the floating structure. Finally, the validity of the method is adequately verified by experimental results. A numerical model is developed by use of the boundary integral equation method to investigate the responses of a two-dimensional floating structure. The structure under consideration consisting of two pontoons, is connected by a rigid framework, and linked to the sea floor by a mooring system. The theoretical conception is based on potential theory with hnear external forces, and applied to an arbitrarily shaped body and water depth. The discussion includes the influence of draft and space between pontoons on the responses of the floating structure. Finally, the validity of the method is adequately verified by experimental results.
作者 翁文凯 周宗仁
机构地区 Department of Harbor and River Engineering
出处 《China Ocean Engineering》 SCIE EI 2007年第1期91-104,共14页 中国海洋工程（英文版）
关键词 boundary element method floating structure dual pontoon boundary element method floating structure dual pontoon
分类号 TV139.2 [水利工程—水力学及河流动力学]
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参考文献9

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China Ocean Engineering
2007年 第1期

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