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Response Characteristics of Open-sea type Semi-submersible Type Very Large Floating Structure and its Mooring System

Response Characteristics of Open-sea type Semi-submersible Type Very Large Floating Structure and its Mooring System
远海型半潜式超大型浮式结构及其系泊系统响应特性
批准号:
09355037
负责人:
YOSHIDA Koichiro
金额:
$13.95万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (A)
财政年份:
1997
资助国家:
日本
项目状态:
已结题
起止时间:
1997 至 1998

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中文摘要
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英文摘要
A semi-submersible type Very Large Floating Structure (VLFS) is characterized by elastic response. Relations between major design parameters and response characteristics were investigated using simplified dynamic response model proposed by the authors. This model, a beam on elastic foundation, is simple but gives insight into relationship between dynamic response characteristics and major design parameters. Based on the design guideline obtained from this research, a conceptual VLFS is designed, and through a series of computer simulations and experiments, effectiveness of proposed design guideline was displayed. Hydroelasticity and hydrodynamic interactions is fully considered in the numerical analysis method proposed in this research.Lift force, an important load which has been less discussed so far, was investigated. Wind-wave tank experiments on semisubmersible type VLFS in regular progressive waves were conducted. The importance of lift force, especially at leading edge of deck, was verified from the experimental results : Lift forces and wind pressures were measured as a function of column diameter, unit number and wave conditions. The results showed that fluctuation in lift force caused by interaction between wind and wave was significantly large and can be comparable in magnitude to mean lift force in typhoon conditions. The lift force model consists of time averaged mean component and fluctuating component was proposed.General mooring characteristics of existing mooring systems were investigated. From this investigation, inclined tension leg mooring was proposed to makes horizontal motion pretically small. Progressive collapse behavior of inclined tension leg mooring system was studied in view of system safety. Experiments using 1/333 scale model were conducted. Time domain analysis program, in which in-plane response is modeled as a beam and out-of-plane response as a plate, was developed and experimental results were analyzed.
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井出太郎他: "緊張係留されたセミサブ型海洋構造物-係留系の逐次崩壊" テクノオーシャン'98. 457-460 (1998)
Taro Ide 等人:“张力系泊半子型海洋结构 - 系泊系统的连续崩溃”Techno Ocean 98 457-460 (1998)。
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通讯作者:
Yoshida, K., Masanobu, S., Suzuki, H.and Oka, N.: "A Study on Wind Lift Force of Large Semisubmersible Structures" 14th Ocean Engineering Symposium. 433-440 (1995)
Yoshida, K.、Masanobu, S.、Suzuki, H.和Oka, N.:“大型半潜式结构风升力研究”第14届海洋工程研讨会。
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通讯作者:
Iijima, K., Suzuki, H.and Yoshida, K.: "Numerical Analysis of Dynamic Response of Semi-submersible VLFS in Waves" JSCES. Vol.3. 1053-1056 (1998)
Iijima, K.、Suzuki, H. 和 Yoshida, K.:“波浪中半潜式 VLFS 动态响应的数值分析”JSCES。
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通讯作者:
Kazuhiro Iijima, et al.: "Hydroelastic Analysis of Semi-submersible Type VLFS Capable of Detailed Structural Analysis" 2nd Intemational Conference on Hydroelasticity. 211-218 (1998)
Kazuhiro Iijima 等人:“能够进行详细结构分析的半潜式 VLFS 的水弹性分析”第二届水弹性国际会议。
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      2005
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    • 项目类别:
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      2001
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