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波浪运动对风机基础结构的动力响应影响 被引量:1

Impact of Wave Dynamic Response on Wind Turbine Foundation
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摘要 随着海上风电的发展,海上风机基础的动力响应越来越引起人们的关注。在以往的设计中,一般只考虑静态的波浪力,忽略波浪的动力响应,根据静态波浪力来校核基础结构强度。本文以海上固定式三桩钢结构风机基础,江苏沿海潮间带海域的环境条件和地质数据,论述其波浪动力响应对结构的影响。 With the development of offshore wind power, people focus on the dynamic response of the foundation becomes a focus. In the past, generally, only consider the static wave load, then analysis the structural strength with the static method. In this paper, the effect of wave dynamic response on structure will be discussed. This paper refers to the fixed tripod foundation, environment condition and geological data of Jiangsu coastal intertidal zone.
作者 李利飞
出处 《港工技术》 2014年第2期29-31,共3页 Port Engineering Technology
关键词 动力响应 振型叠加法 SACS dynamic response mode superposition method SACS
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  • 1邢作霞,陈雷,姚兴佳.海上风力发电机组基础的选择[J].能源工程,2005,25(6):34-37. 被引量:35
  • 2Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms-Working Stress Design [S], 2002:100-473.
  • 3中华人民共和国机械工业部标准[S](JB/T10300-2001).
  • 4《中国海洋石油总公司企业标准-Q/HSn3000-2002中国海海冰条件及应用规定》[S].
  • 5Joselin Herbert G M, Iniyan S, Sreevalsan E, RaJapandian S. A review of wind energy technologies[J]. Renewable and Sustainable Energy Reviews. 2007(11): 1117-1145.
  • 6《中华人民共和国可再生能源法》[M].法律出版社,2005.
  • 7Breton S P, Geir Moe. Status, plans and technologies for offshore wind turbines in Europe and North America[J]. Re newable Energy, 2008(5) : 1-9.
  • 8Kenji Kawano,Katta Venkataramana.Dynamic and reliability analysis of large offshore structures[J].Computer Methods in Applied Mechanics and Engineering.,1999,168:255-272.
  • 9Hovde G O.Fatigue and overload reliability of offshore structural systems,considering the effect of inspection and repair[M].Norway:The University of Trondheim,May 1995.
  • 10Michael Hartnett.The application of a spectral response model to fixed offshore structures[J].Computers and Structures,2000,1-3:355-364.

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  • 1林毅峰,李健英,沈达,宋础.东海大桥海上风电场风机地基基础特性及设计[J].上海电力,2007,20(2):153-157. 被引量:47
  • 2张秀芝,朱蓉,RICHARD B,等.中国近海风电场开发指南[M].北京:气象出版社,2010:34-40.
  • 3HU S L J, GUPTA M, ZHAO D. Effects of wave intermittency/nonlinearity on forces and responses [ J ]. Journal of Engineering Mechanics, 1995, 121(7): 819-827.
  • 4TUNG C C. Total wave force on cylinder considering free surface fluctuation[ J]. Applied Ocean Research, 1996, 18(1) : 37-43.
  • 5YEH S C, TUNG C C. Effects of free surface fluctuation on total wave force on structures [ J ]. International Journal of Offshore and Polar Engineering, 1996, 6(1) : 75- 86.
  • 6MARDFEKRI M, GARDONI P, ROESSET J M. Probabilistic demand models and fragility estimates for offshore wind turbine support structures [ J ]. Engineering Structures, 2013, 52 : 478- 487.
  • 7MARTINEZ-CHALUISANT V, SCHNEIDER J A, FRATTA D. Physical modeling of the dynamic response of offshore wind turbines founded on monopiles [ C]// Earth and Space 2010@ Engineering, Science, Construction, and Operations in Challenging Environments, 2010: 2079-2086.
  • 8王湘明,陈亮,邓英,王婀娜.海上风力发电机组塔架海波载荷的分析[J].沈阳工业大学学报,2008,30(1):42-45. 被引量:22
  • 9单光坤,姚兴佳.兆瓦级风力发电机组的模态分析[J].沈阳工业大学学报,2008,30(3):276-279. 被引量:16
  • 10孟珣,侯金林,于春洁,黄维平,李华军.海上风力发电单立柱支撑结构拟静力分析[J].中国海洋大学学报(自然科学版),2010,40(2):89-94. 被引量:6

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