期刊文献+

深海平台分析和设计中的关键力学问题 被引量:9

Key Mechanical Problems in Analysis and Design of Deep-sea Platform
下载PDF
导出
摘要 深海采油平台与传统的导管架平台有很大不同,主要体现在动力响应、主要结构件形式、主要结构块之间的连接方法和分析方法方面.文章对深海平台的上述特点作了评述.,并根据初步的数值分析结果指出:现有的商业软件并不能完全解决深海平台设计中的问题,其中还有很多需要深入研究的内容. Deep-sea platform is very different from jacket platform, The primary differences are the dynamic response, the main structure members, the method of connection between main structural models and the analyzing method. In this paper, the characteristics of deep-sea platform above mentioned are reviewed. More, based on the preliminary numerical study, the authors indicate that the existing commercial software cannot solve all the problems encountered in the process of design. There are many open questions that require a study in-depth.
出处 《船舶工程》 CSCD 北大核心 2005年第5期18-21,共4页 Ship Engineering
基金 中国科学院知识创新工程(KJCX2-SW-L03) 国家高技术研究发展计划("十五"863计划海洋资源开发技术主题2004AA617010)资助项目
关键词 海洋工程 深海平台 TLP SPAR 水动力 断裂 疲劳 offshore engineering deep-sea platform TLP SPAR hydrodynamics fracture fatigue
  • 相关文献

参考文献4

二级参考文献18

  • 1[2]API, Recommended practice for planning, designing, and constructing tension leg platforms, 1997
  • 2[3]Natvig, B.J., Teigen, P. Review of hydrodynamic chanlleges in TLP design. Int. J. Offshore and Polar Engineering. 1993,Vol.3, No.4, 241~249
  • 3[4]Newman, J. N. Marine hydrodynamics. Cambridge: The MIT Press, 1977
  • 4[6]Newman, J. N., Lee, C. -H. Boundary-element methods in offshore structure analysis. Proc. Of OMAE, 2001, Vol. 1:945-957
  • 5[7]Taylor, R. E., Jefferys, E. R. Variability of hydrodynamic load predictions for a tension leg platform. Ocean Engineering,1986, Vol. 13, No.5, 449~490
  • 6[8]A.N. Williams, T. Rangappa. Approximate hydrodynamic analysis of multicolumn ocean structures. Ocean Engineering,1994, 21(6): 519~573
  • 7[9]Oguz Yilmaz. Hydrodynamic interactions of waves with group of truncated vertical cylinders. Joumal of Waterway, Port,Coastal, and Ocean Engineering, 1998, 124(5): 272~279
  • 8[11]Huang J.B., Eatock Taylor R. Semi-analytical solution for second -order wave diffraction by a truncated circular cylinder in monochromatic waves. J. Fluid Mech., 1996, 319:171~196
  • 9[14]Isaacson M., Ng J.Y.T. Time-domain second-order wave interaction with three-dimensional floating bodies. Int. J.Offshore and Polar Engng., 1995, 5(3): 171~179
  • 10[15]Chakrabarti, S. K. Hydrodynamics of offshore structures. Southampton: Computational Mechanics Pub., 1987

共引文献30

同被引文献90

引证文献9

二级引证文献50

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