IMECH-IR  > 力学所知识产出(1956-2008)
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)
Source PublicationProceedings of the Sixteenth (2006) International Offshore and Polar Engineering Conference, Vol.1
2006-05-28
Pages94-100
Conference Name16th International Offshore and Polar Engineering Conference (ISOPE 2006)
Conference DateMAY 28-JUN 02, 2006
Conference PlaceSan Francisco, CA
AbstractTension 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 IDWOS:000240310900015
ISBN1-880653-66-4
Indexed ByCPCI-S ; EI
Language英语
Citation statistics
Cited Times:6[WOS]   [WOS Record]     [Related Records in WOS]
Document Type会议论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/13742
Collection力学所知识产出(1956-2008)
流固耦合系统力学重点实验室
Corresponding AuthorCeng XH(曾晓辉)
Recommended Citation
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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