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Optimal Elastic Response and Design of Very Large Floating Structure

Optimal Elastic Response and Design of Very Large Floating Structure
超大型漂浮结构的最优弹性响应与设计
批准号:
07305065
负责人:
SUZUKI Hideyuki
金额:
$2.18万
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:
1995
资助国家:
日本
项目状态:
已结题
起止时间:
1995 至 1996

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中文摘要
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英文摘要
A very large floating structures is a promising solution to satisfy the demand for flat land in Japan. Shallow waters suitable for reclamation have been already reclaimed, and deeper waters where reclamation is not easy must be utilized.The general dynamic response characteristics of a very large floating structure in the order of kilometers were analyzed and discussed using simplified numerical models. The models are of an anisotropic plate or beam on an elastic foundation. This modeling is a simple one but gives a general understanding and perspective of the elastic response characteristics of a very large floating structure. Based on the understanding obtained from this model, structural planning and design which utilize the advantages and avoid the disadvantages of the structure become possible.It was shown that the natural frequencies of the eigenmodes are higher than the natural heave frequency of the structure. The matching of the elastic mode and the spatial wave excitation pat … More tern, in addition to the coincidence of natural frequency and wave frequency, is necessary for the divergent resonance response. The characteristic length, which is a useful measure to juddge the deformation of the structure, is defined from the bending rigidity and the spring constant of the restoring force. For waves whose wavelength is longer than the characteristic length, the structure is relatively flexible and shows deformation on the wave slope. For waves of shorter wavelength than the characteristic length, the structure is relatively rigid and shows little deformation.A new pontoon type very large floating structure was proposed. The outer edge were modified and utilized as a control device to improve response characteristics of overall response of the structure. The improved response was confirmed by a series of calculations. The method of analysis used was to connect segmentally the analytical solutions of a uniform beam on an elastic foundation.The response of very large floating structure under take-off and landing loads of aircrafts was evaluated and the effect of interaction between the aircraft and the structure was discussed. The accuracy of calculation method was confirmed by experiment with small clastic experimental model. From the calculation, it can be said that net increase of resistance on the aircraft induced by the structure is very small. Less
期刊论文(22)
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会议论文
H.Suzuki: "Structureal Response and Design of Large Scale Floating Structure" 16th International Conference of Offshore Mechanics and Arctic Engineering,OMAE'97. (発表予定).
H.Suzuki:“大型浮动结构的结构响应和设计”第 16 届国际海上力学和北极工程会议,OMAE97(待提交)。
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通讯作者:
Suzuki, H.and Yoshida, K.: "Design Flow of Large Floating Structure and Strategy for Safety" International Workshop on Very Large Floating Structures, Hayama, Japan. 3.1-3.7 (1996)
Suzuki, H. 和 Yoshida, K.:“大型浮动结构的设计流程和安全策略”超大型浮动结构国际研讨会,日本叶山。
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通讯作者:
鈴木英之: "超大型浮体の構造挙動および構造設計に関する考察" 日本造船学会論文集. 178. 473-483 (1995)
Hideyuki Suzuki:“关于超大型浮体的结构行为和结构设计的考虑”日本造船学会汇刊 178. 473-483 (1995)。
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通讯作者:
Suzuki, H.and Yoshida, K.: "A Consideration on the Dynamic Behavior and the Structural Design of Large Scale Floating Structure 2nd Report : Stability of Elastic Structure and Design of Elastic Response" Journal of the Society of Naval Architects of Japan
Suzuki, H.和 Yoshida, K.:“大型浮动结构动态行为和结构设计的考虑第二次报告:弹性结构的稳定性和弹性响应的设计”日本造船学会杂志
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