Preliminary Study on the Optimum Design of a Tension Leg Platform for Offshore Wind Turbine Systems
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概要
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We demonstrate a procedure for determining the configuration of a tension leg platform (TLP) on which a 2.4 MW wind turbine can be installed. Various sizes of the structural elements of the TLP are examined to investigate their effects on tendon tension and response acceleration at the top of the tower. It is shown that although increasing the volume of the peripheral column reduces the acceleration response, it amplifies the tendon tension, while increasing the span length between the center and peripheral columns reduces both of them. Furthermore, the relevant determination of the initial tension is investigated.
著者
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MORIYA Yoichi
Penta-Ocean Construction Co. Ltd.
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SHIMADA Kenji
Shimizu Corporation
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ISHIHARA Takeshi
The University of Tokyo
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FUKUMOTO Yukinari
Tokyo Electric Power Company
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ANNO Kouichirou
Penta-Ocean Construction CO., LTD.
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MIYAKAWA Masahiro
Shimizu Corporation
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OHYAMA Takumi
Shimizu Corporation
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OKADA Hideaki
Penta-Ocean Construction CO., LTD.
関連論文
- A METHOD FOR DESIGNING CAISSON BOTTOM SLABS CONSIDERING MOUND UNEVENNESS
- Initial Design of Tension Leg Platform for Offshore Wind Farm
- Preliminary Study on the Optimum Design of a Tension Leg Platform for Offshore Wind Turbine Systems