Parametric studies of tension leg platform with large amplitude motions


Autoria(s): Zeng XH(曾晓辉); Liu JY(刘家悦); Liu Y(刘洋); Wu YX(吴应湘)
Data(s)

2007

Resumo

Tension leg platform (TLP) is an important kind of working station for deep water exploration and development in ocean, whose dynamic responses deserve a serious thought. It is shown that for severe sea state, the effects of nonlinearities induced by large displacements of TLP may be noteworthy, and then employment of small displacements model should be restrained. In such situation, large amplitude motion model may be an appropriate alternative. The numerical experiments are performed to study the differences of dynamic responses between the two models. It is shown that for most cases, differences between results of the two models are significant. The variances of the differences vs. the wave period are the most remarkable, and that of the differences vs. wave heading angle are also apparent.

Identificador

http://dspace.imech.ac.cn/handle/311007/25492

http://www.irgrid.ac.cn/handle/1471x/6852

Idioma(s)

英语

Publicador

Cupertino

Fonte

Proceedings Of The Seventeenth (2007) International Offshore And Polar Engineering Conference, Vol 1- 4, Proceedings. 17th International Offshore and Polar Engineering Conference (ISOPE 2007), Lisbon, PORTUGAL. JUL 01-06, 2007, pp.202-209.

Palavras-Chave #Tension Leg Platform (Tlp) #Large Amplitude Motions #Nonlinear Dynamic Response #Wave Loads #Numerical Simulation #Wave Loads #Random Sea #Behavior
Tipo

会议论文