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规则波下张力腿平台时域响应分析 被引量:4

Research on time-domain dynamic response of tension leg platform in regular wave
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摘要 讨论规则波下某张力腿平台的动力响应时域运动特性。着重分析入射波角度(15°,22.5°和45°),波高(6m,8m和10m)及波周期(10s,12s和14s)对张力腿平台各自由度运动、顶端张力的影响。探讨吃水高度、工作水深、不同张力腿数目对张力腿平台运动特性的影响。计算结果表明:由于张力腿平台各自由度对入射波角度、波高和波周期敏感度不同,张力腿平台在不同波浪参数下的运动特性(如位移幅值、平衡位置等)及顶端张力表现各异;不同吃水下的张力腿平台位移大小、平衡位置和运动方向等均不同。工作水深越大,各自由度运动越剧烈,这体现了工作环境对张力腿平台运动具有较大影响。张力腿数目越多,张力腿平台运动的位移、幅度等越小,随时间变化也越稳定。 Thispaperdiscussesthetimedomaindynamicresponsecharacteristicsofatensionleg platform in the regular wave. The paper focuses on the analysis of the effects of the incident wave angles (15°, 22. 5° and 45°),the wave height (6m, 8m and 10m) and the wave period (10s, 12s and 14 s) on the movement of Tlp, the top tension of the tension leg; and we discusses the influences of the draught height, the water depth, the different tension leg number on the the platform motion characteristics. The results show that: because of the different sensitivity of the tension leg platform to the incident wave angle, the wave height and the wave period, the performance of the motion characteristics and the leg tension ( such as shift range, equilibrium position ) is different. Platform draft effects the shift, the equilibrium position and the movement direction. When the working depth is greater, the platform movement will be severer, which reflects the working environment has a great influence. Tension leg platform each column angle tension when the leg number is smaller, the shift range is smaller and more stable.
出处 《舰船科学技术》 北大核心 2014年第8期27-32,共6页 Ship Science and Technology
基金 国家自然科学基金资助项目(51309123) 江苏省高校自然科学研究资助项目(13KJB570002) 江苏省船舶先进设计制造技术重点实验室开放研究基金资助项目(CJ1203)
关键词 张力腿平台 时域 动力响应 tensionlegplatform time-domain dynamicresponse
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参考文献7

  • 1王世圣,谢彬,李新仲.在南海环境条件下深水典型TLP的运动响应分析[J].中国造船,2011,52(A01):94-101. 被引量:19
  • 2LOW Y M. Frequency domain analysis of a tension leg platform with statistical linearization of the tendon restoring forces[ J]. Marine Structures ,2009 : 1 - 24. 被引量:1
  • 3王世圣,谢彬,曾恒一,冯玮,李晓平,张海滨.3000米深水半潜式钻井平台运动性能研究[J].中国海上油气,2007,19(4):277-280. 被引量:52
  • 4TABLEESHPOUR M R, GOLAFSHANI A A, SElF M S. Second-order perturbation added mass fluctuation on vertical vibration of tension leg platforms [ J ]. Marine Structures ,2006 ( 19 ) :271 - 283. 被引量:1
  • 5CHEN Xiao-hong, DING Yu, ZHANG Jun, et al. Coupled dynamic analysis of a mini TLP: comparison with measurements [ J ]. Ocean Engineering, 2006,33:93 - 117. 被引量:1
  • 6CHANDRASEKARAN S, JAIN A K, GUPTA A. Influence of wave approach angle on TLP's response [ J ]. Ocean Engineering,2007,34 : 1322 - 1327. 被引量:1
  • 7CHANDRASEKARAN S,JAIN A K, CHANDAK N R. Influence of hydrodynamic coefficients in the response behavior of triangular TLPs in regular waves [ J ]. Ocean Engineering,2004,31:2319 - 2342. 被引量:1

二级参考文献5

  • 1API RP 2T, Recommended Practice for Planning, Designing, and Construction Tension Leg Platforms[S] .Second Edition, August 1997. 被引量:1
  • 2GARRETT. D L, CHAPPELL. J F, GORDON. R B, Global performance of floating production systems [C] //OTC 14230, Houston, Texas.2002. 被引量:1
  • 3CHATTERJEE P C, DAS P K. A hydro-structural analysis program for TLP [J].Ocean Engineering, 1997,24(4):313. 被引量:1
  • 4LEVETTE.S, RIJKEN.O, SPILLANE.M, Integrated global performance analysis of matterhorn seaStar TLP[C]//OTC, 16609, 2004. 被引量:1
  • 5KIM. M H, TAHAR. A and KIM Y B. Variability of TLP motion analysis against various design methodologies / parameters[J]. Proc. , 1SOPE2OOOConf. , Seattle, WA, USA, 2000. 被引量:1

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