Nonlinear Dynamic Response of Tension Leg Platform

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	Nonlinear Dynamic Response of Tension Leg Platform
	Zeng XH(曾晓辉); Liu Y(刘阳); Shen XP(沈晓鹏); Wu YX(吴应湘); Ceng XH(曾晓辉)
会议录名称	Proceedings of the Sixteenth (2006) International Offshore and Polar Engineering Conference, Vol.1
	2006-05-28
页码	94-100
会议名称	16th International Offshore and Polar Engineering Conference (ISOPE 2006)
会议日期	MAY 28-JUN 02, 2006
会议地点	San Francisco, CA
摘要	Tension Leg Platform (TLP) is a typical compliant offshore structure for oil exploitation in deep water. Most of the existing mathematical models for analyzing the dynamic response of TLP are based on explicit or implicit assumptions that displacements (translations and rotations) are small magnitude. Herein a theoretical method for analyzing the nonlinear dynamic behavior of TLP with finite displacement is developed, in which multifold nonlinearities are taken into account, i.e. finite displacement, coupling of the six degrees of freedom, instantaneous position, instantaneous wet surface, free surface effects and viscous drag force. Using this theoretical model, we perform the numerical analysis of dynamic response of a representative TLP. The comparison between the degenerative linear solution of the proposed nonlinear model and the published one shows good agreements. Furthermore, numerical results are presented which illustrate that nonlinearities exert a distinct influence on the dynamic responses of the TLP.
WOS记录号	WOS:000240310900015
ISBN号	1-880653-66-4
收录类别	CPCI-S ; EI
语种	英语
引用统计	被引频次：6[WOS] [WOS记录] [WOS相关记录]
文献类型	会议论文
条目标识符	http://dspace.imech.ac.cn/handle/311007/13742
专题	力学所知识产出(1956-2008) 流固耦合系统力学重点实验室
通讯作者	Ceng XH(曾晓辉)
推荐引用方式 GB/T 7714	Zeng XH,Liu Y,Shen XP,et al. Nonlinear Dynamic Response of Tension Leg Platform[C]Proceedings of the Sixteenth (2006) International Offshore and Polar Engineering Conference, Vol.1,2006:94-100.

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