| A Higher Order BEM for Wave-Current Action on Structures ——Direct Computation of Free-Term Coefficient and CPV Integrals |
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| 引用本文： | 滕斌,勾莹,宁德志.A Higher Order BEM for Wave-Current Action on Structures ——Direct Computation of Free-Term Coefficient and CPV Integrals[J].中国海洋工程,2006,20(3):395-410. |
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| 作者姓名： | 滕斌 勾莹 宁德志 |
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| 作者单位： | State Key Laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian 116024 China，State Key Laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian 116024 China，State Key Laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian 116024 China |
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| 基金项目： | This researchis supported by Research Fund for Doctoral Programs of Higher Education (Grant No.20030141006) ,and a Program for Changjiang Scholars and Innovative Research Teams in Universities (Grant No.IRT0420) |
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| 摘 要： | 1 .Introduction Research on wave action onforward moving bodies or wave-current action on structures is impor-tant in offshore and coastal engineering.For bodies withsimple geometry,analytic solutions have beendeveloped . Matsuiet al .(1991) and Emmerhoff and Sclavounos (1992) derived analytic solutionsforuniformcylinders infinite andinfinite water depth.Bao and Kinoshita (1993) expendedthe theorytotruncated cylinders .In engineering practice ,structures are complexand numerical methods have…
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| 关 键 词： | 波浪 界面分散 海洋动力学 BEM |
| 收稿时间： | 2006-02-13 |
| 修稿时间： | 2006-05-18 |
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