| 四角架筒型基础气浮过程中运动特性研究 |
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| 引用本文： | 刘宪庆,赵明阶,张浦阳,罗盛,钟韡. 四角架筒型基础气浮过程中运动特性研究[J]. 太阳能学报, 2022, 43(4): 428-433. DOI: 10.19912/j.0254-0096.tynxb.2020-0855 |
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| 作者姓名： | 刘宪庆 赵明阶 张浦阳 罗盛 钟韡 |
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| 作者单位： | 1.重庆交通大学河海学院,重庆 400074; 2.天津大学建筑工程学院,天津 300072; 3.中国人民解放军陆军勤务学院,重庆 401331 |
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| 基金项目： | 国家重点研发计划（2018YFC0810402）；;重庆市自然科学基金（CSTC2016JCYJA0580）；;国家自然科学基金（51679163）；;重庆市博士后科研特别资助项目（XM2019）； |
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| 摘 要： | 以四角架筒型基础为研究对象,通过在静水及规则波作用下的模型试验对影响结构气浮过程中运动特性的因素进行分析.结果表明,结构摇荡运动的附加质量系数随吃水的增加呈下降趋势,都大于船舶动力学的建议值1.2;随着吃水的增加,垂荡运动呈先减小后增大的趋势,而纵摇运动呈减小的趋势;较浅水深增强了结构的竖向运动,垂荡和纵摇运动的最大幅...
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| 关 键 词： | 海上风力机 传递函数 流体结构相互作用 筒型基础 附加质量 |
| 收稿时间： | 2020-08-24 |
STUDY ON MOTION CHARACTERISTICS OF TETRAPOD BUCKET FOUNDATION DURING AIR-FLOATING |
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| Liu Xianqing,Zhao Mingjie,Zhang Puyang,Luo Sheng,Zhong Wei. STUDY ON MOTION CHARACTERISTICS OF TETRAPOD BUCKET FOUNDATION DURING AIR-FLOATING[J]. Acta Energiae Solaris Sinica, 2022, 43(4): 428-433. DOI: 10.19912/j.0254-0096.tynxb.2020-0855 |
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| Authors: | Liu Xianqing Zhao Mingjie Zhang Puyang Luo Sheng Zhong Wei |
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| Affiliation: | 1. River and Sea College, Chongqing Jiaotong University, Chongqing 400074, China; 2. School of Civil Engineering, Tianjin University, Tianjin 300072, China; 3. Army Logistics University of PLA, Chongqing 401331, China |
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| Abstract: | Taking a tetrapod bucket foundation as the research object, the factors influencing the motion characteristics of the structure during air-floating are investigated by model tests in still water and regular waves. The results indicate that the added mass coefficient of oscillating motion decreases with the increase of draft, which is greater than the recommended value 1.2 in ship dynamics. As the draft increases, the heaving motion first decreases and then increases, while the pitching motion decreases. The vertical motions of the structure are enhanced in shallower water. However, the change trend of maximum amplitude of heaving motion is opposite to that of pitching motion with the change of water depth. The optimal motion responses of the structure are achieved at 4.5 m draft and 12.5 m water depth. |
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| Keywords: | offshore wind turbines transfer function fluid structure interaction bucket foundation added mass |
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