期刊文献+

考虑下沉运动情况下的张力腿平台耦合动力响应 被引量:3

Dynamical Coupled Response of Tension Leg Platform Considering Set-down Motion
下载PDF
导出
摘要 考虑张力腿平台的六个自由度运动,分析平台本体纵荡、横荡和首摇与下沉运动的关系,推导了非线性恢复刚度矩阵,建立非线性运动方程。基于Airy波波浪理论,在不同波高作用下,计算张力腿平台的运动响应,得到平台运动的时间历程和频谱特性。将基于新推导的刚度矩阵的计算结果与A.Jain刚度矩阵得到的计算结果进行了比较分析,表明平台的下沉运动导致平台垂荡运动响应明显增大。在垂荡运动中包含了波频和倍频超谐运动成分,纵荡、横荡和首摇对于下沉具有重要影响。 A new nonlinear restoring stiffness matrix of the tension leg platform(TLP) is derived, considering the coupled effect of the horizontal motions(surge, sway and yaw) and the set-down motion. Differential equations of TLP with six degrees of freedom are derived. Based on Airy's wave theory, nonlinear dynamicresponse of TLP on the wave height is acquired in both time and frequency domains, and compared with that from conventional restoring stiffness. Through the numerical calculation, it is shown that the set-down motion will strengthen the heave motion significantly. The response to the wave and the super-harmonic response at the multiple frequencies are included in the heave motion. Surge, sway and yaw motions have important influences on the set-down motion.
出处 《中国造船》 EI CSCD 北大核心 2015年第4期68-77,共10页 Shipbuilding of China
基金 国家自然科学基金(51239008 51279130) 创新群体基金(51321065)
关键词 张力腿平台 水平运动 下沉运动 恢复刚度 动力响应 tension leg platform horizontal motion set-down motion restoring stiffness dynamic response
  • 相关文献

参考文献12

  • 1董艳秋.深海采油平台波浪载荷及响应[M].天津:天津大学,2005.
  • 2JAIN A. Nonlinear coupled response of offshore tension leg platforms to regular wave forces[J]. Ocean Engineering, 1997, 24(7): 577-592.
  • 3CHANDRASEKARAN S, JAIN A, CHANDAK N R. Influence of hydrodynamic coefficients in the response behavior of triangular TLPs in regular waves[J]. Ocean Engineering, 2004, 31 (17): 2319-2342.
  • 4CHANDRASEKARAN S, JAIN A, CHANDAK N R. Response behavior of triangular tension leg platforms under regular waves using stokes nonlinear wave theory[J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2007, 133(3): 230-237.
  • 5CHANDRASEKARAN S, JAIN A, GUPTA A. Response behaviour of triangular tension leg platforms under impact loading[J]. Ocean Engineering, 2007, 34(1): 45-53.
  • 6HANS M, BENAROYA H. Non-linear coupled transverse and axial vibration of a compliant structure, Part 1: formulation and free vibration[J]. Journal of Sound and Vibration, 2000, 237(5): 837-873.
  • 7HANS M, BENAROYA H. Non-linear coupled transverse and axial vibration of a compliant structure, Part 2: forced vibration[J]. Journal of Sound and Vibration, 2000, 237(5): 875-900.
  • 8胡志敏,董艳秋,杨冠声,陈学闯.张力腿平台拟静态分析[J].中国海洋平台,2001,16(4):21-25. 被引量:8
  • 9曾晓辉,刘洋,沈晓鹏,吴应湘.有限位移下张力腿平台的非线性动力响应[J].工程力学,2007,24(3):179-184. 被引量:10
  • 10徐万海,曾晓辉,吴应湘,刘家悦.深水张力腿平台与系泊系统的耦合动力响应[J].振动与冲击,2009,28(2):145-150. 被引量:21

二级参考文献39

共引文献35

同被引文献7

引证文献3

二级引证文献7

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