期刊文献+

张力缆系泊浮体的数值波浪水槽时域模拟 被引量:2

Time domain simulation in numerical wave tank on floating body moored with tension cables
下载PDF
导出
摘要 为了能够快速真实地模拟波浪与张力缆系泊浮体相互作用问题,基于二维边界元格式建立了线性条件下的数值波浪水槽,并以此为基础对张力缆系泊浮体与波浪相互作用问题进行了时域数值模拟。张力缆的作用以系泊刚度的形式表达。与其他学者的相关研究结果对比表明该计算程序是可靠的,该方法可以为相关海洋工程的设计研究提供有利的参考。 To present a novel method to solve the problem of interaction between waves and floating body moored with tension cables quickly and factually,this paper establishes the numerical wave tank based on 2D boundary element method(BEM),in which,the role from tension cables is presented with mooring stiffness matrix.Contrasting the results with those by other scholars,we know that the program is reliable,and the method is beneficial to the research and design on ocean engineering.
出处 《水运工程》 北大核心 2012年第6期74-78,76-78,共5页 Port & Waterway Engineering
关键词 数值波浪水槽 张力缆 刚度矩阵 浮体 numerical wave tank tension cables stiffness matrix floating body
  • 相关文献

参考文献5

  • 1刘文通.浮箱式与倾斜式浮防波堤[J].海岸工程,1988,7(2):65-68.
  • 2王永学,王国玉.近岸浮式防波堤结构的研究进展与工程应用[J].中国造船,2002,43(z1):314-321. 被引量:39
  • 3童朝峰,严以新.浮式防波堤消浪特征研究[J].水运工程,2002(8):32-35. 被引量:17
  • 4Koo W, Kim M H. Freely floating-body simulation by a 2D fully nonlinear numerical wave tank [J]. Ocean Engineering, 2004, 31:2 011-2 046.
  • 5Rahman M A, Mizutani N, Kawasaki K. Numerical modeling of dynamic responses and mooring forces of submerged floating breakwater [J]. Coastal Engineering, 2006, 53: 799-815.

二级参考文献23

  • 1毛伟清.浮式防波堤的研究[J].中国造船,1994,35(4):49-56. 被引量:16
  • 2邢至庄,张日向.一种应用在深水中能降低长波透过率的浮式防波堤[J].大连理工大学学报,1996,36(2):246-247. 被引量:19
  • 3[1]Bruce L.McCartney.Floating breakwater design Journal of Waterway,Port,Coastal and Ocean Engineering,1985,111(2):304~318
  • 4[2]Readshaw,J.S.The design of floating breakwater,in Proceedings of Second Conference on Floating Breakwaters,Adee and Richey,Eds,Seattle,1981
  • 5[5]J.S. Mani. Design of Y-Frame floating breakwater.Journal of Waterway, Port, Coastal and Ocean Engineering, 1991,117(2): 105~118.
  • 6[7]Nobuhiro Matsunaga, Misao Hashida, Ken-ichi Uzaki, at al. Performance of Wave Absorption by a Steel Floating Breakwater with Truss Structure, Proceedings of The Twelfth International Offshore and Polar Engineering Conference,Kitakyushu, Japan, 2002:768~772.
  • 7[8]K. Murali, J. S. Mani. Performance of cage floating breakwater. Journal of Waterway, Port, Coastal, and Ocean Engineering, 1997, 123(4): 172~ 179.
  • 8[9]Takayuki Nakamura, Performance of a Floating Breakwater by the Use of Wave Slamming Loss, Proceedings of the Ninth (1999) International Offshore and Polar Engineering Conference, 1999,730-734.
  • 9[12]Drimer, N.,Agnon,Y.,Stiassnie,M. A simplified analytical model for a floating breakwater in water of finite depth.Applied Ocean Research,1992,14: 33~41.
  • 10[13]Mullarkey, T. P., McNamara, J. E., Farrell, K. J., Semi-analytical solutions for the hydrodynamics of submerged pontoons of finite length. Proceedings 11 th International OMAE Conference, A.S.M.E., 135 ~ 142.

共引文献52

同被引文献19

引证文献2

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部