系泊与系绳结合条件下张力腿平台比例模型试验研究

D. S. B. Rao, R. Selvam, N. Srinivasan
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引用次数: 0

摘要

基于张力的张力腿平台(TBTLP)是一种创新概念,其中为一定深度设计的张力腿平台(TLP)可以通过将表面结构(TLP)安装在浮力封闭的张力基座上,扩展到更深的水域。张力基座的运动控制是保证安装张力腿的良好性能的关键。本文简要介绍了这些概念,并在3m水深1:150的TBTLP模型上进行了三种不同系绳和系泊刚度组合的实验。在不同水深(3 m和1 m)条件下,对同一张力腿(不带张力基座)进行了实验,给出了张力腿在喘振、升沉和俯仰自由度上的响应幅值算子(RAOs)的结果,并与张力腿在3 m和1 m的响应幅值算子进行了比较,以突出新概念的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental Studies on a Scaled Model of a Tension Based Tension Leg Platform under Combined Mooring and Tether Conditions
Tension Based Tension Leg Platform (TBTLP) is an innovative concept wherein a Tension Leg Platform (TLP) designed for a certain depth can be extended to operate in deeper waters by mounting the surface structure (TLP) on a buoyant closed box structure, Tension Base. The motion control of Tension Base is very important for satisfactory performance of the mounted TLP. In this paper, the concepts are briefly introduced and experiments conducted on a 1:150 scaled model of the TBTLP in 3 m water depth with three different combinations of tether and mooring stiffnesses are presented. Experiments were also conducted on the same TLP (without Tension Base) in two different water depths (3 m and 1 m). Results are presented in terms of Response Amplitude Operators (RAOs) in the surge, heave and pitch degrees of freedom of TBTLP and are compared with RAOs of TLPs in 3 m and 1 m to highlight the efficacy of the new concept.
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