张紧式系泊风力机四角筒型基础运动响应试验研究

刘宪庆; 杨波; 张浦阳; 张玉; 罗盛; 顾垚

doi:10.19912/j.0254-0096.tynxb.2025-0605

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太阳能学报 ›› 2026, Vol. 47 ›› Issue (8) : 766-772. DOI: 10.19912/j.0254-0096.tynxb.2025-0605

张紧式系泊风力机四角筒型基础运动响应试验研究

刘宪庆¹, 杨波¹, 张浦阳², 张玉³, 罗盛⁴, 顾垚¹

作者信息 +

EXPERIMENTAL STUDY ON MOTION RESPONSE OF TAUT-MOORED WIND TURBINES WITH QUADRANT-BUCKET FOUNDATION

Liu Xianqing¹, Yang Bo¹, Zhang Puyang², Zhang Yu³, Luo Sheng⁴, Gu Yao¹

Author information +

文章历史 +

摘要

针对张紧式系泊风力机四角筒型基础在波浪荷载下的运动响应问题,采用小比尺物理模型开展规则波和结构的相互作用试验,系统分析水深、吃水和锚固距离对四角筒型基础运动响应的影响规律。结果表明：随着水深的增加,结构的摇荡运动响应受到抑制;随着吃水的增加,结构纵荡和纵摇运动响应增大,而结构的垂荡运动响应减小;随着锚固距离的增加,结构的垂荡运动和纵摇运动增大,而纵荡运动在慢漂响应阶段减小。

Abstract

Focusing on the motion response of the quadrant-bucket foundation of taut-moored wind turbines under wave loads, this paper conducts regular wave-structure interaction experiments using a small-scale physical model to systematically analyze the influence laws of water depth, draft, and anchorage distance on the motion response of the quadrant-bucket foundation. The results show that： with the increase of water depth, the heave motion response of the structure is suppressed; with the increase of draft, the surge and pitch motion responses of the structure increase, while the heave motion response decreases; with the increase of anchorage distance, the heave and pitch motion responses of the structure increase, while the surge motion decreases during the slow-drift response phase.

导出引用

刘宪庆, 杨波, 张浦阳, 张玉, 罗盛, 顾垚. 张紧式系泊风力机四角筒型基础运动响应试验研究[J]. 太阳能学报. 2026, 47(8): 766-772 https://doi.org/10.19912/j.0254-0096.tynxb.2025-0605

Liu Xianqing, Yang Bo, Zhang Puyang, Zhang Yu, Luo Sheng, Gu Yao. EXPERIMENTAL STUDY ON MOTION RESPONSE OF TAUT-MOORED WIND TURBINES WITH QUADRANT-BUCKET FOUNDATION[J]. Acta Energiae Solaris Sinica. 2026, 47(8): 766-772 https://doi.org/10.19912/j.0254-0096.tynxb.2025-0605

中图分类号： P752

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