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针对海上风机受风荷载和地震作用时塔筒顶部会产生较大振动的问题,通过有限元软件ABAQUS对导管架海上风机进行建模,并提出双向调谐质量阻尼器(Bidirectional Tuned Mass Damper,双向TMD)减振方案,研究双向TMD在风荷载、地震作用及风-地震联合作用下对海上风机的减振效果。结果表明,双向TMD减振装置对导管架海上风机在风荷载、地震作用及风-地震联合作用下塔筒顶部位移的减振效果为36.95%~47.64%;在风荷载作用下塔筒顶部加速度的减振效果为49.70%~61.78%,在地震作用下和风-地震联合作用下塔筒顶部加速度的减振效果为6.22%~25.63%。
Abstract:Aiming at the large vibration problem at the top of the tower when the offshore wind turbine is subjected to wind load and earthquake action, the jacket offshore wind turbine was modeled by the finite element software ABAQUS, and a bidirectional bidirectional tuned mass damper(TMD) vibration reduction scheme was proposed to study the vibration reduction of offshore wind turbine based on bidirectional TMD under wind load, earthquake action and wind-earthquake combined action. The results showed that the vibration reduction effect of the bidirectional TMD vibration reduction device on the top displacement of the jacket offshore wind turbine under wind load, earthquake action and wind-earthquake combined action was 36.95%-47.64%. Under the action of wind load, the vibration reduction effect of the acceleration at the top of the tower was 49.70%-61.78%. Under the action of earthquake and wind-earthquake combined, the vibration reduction effect of tower top acceleration was 6.22%-25.63%.
[1] 齐英瑛.双碳目标下中国能源转型路径研究[D].成都:四川大学,2025.
[2] 金之钧,张川,王晓峰,等.关于中国碳中和与能源转型实现路径的思考[J].石油与天然气地质,2024,45(3):593-599.
[3] 林玉鑫,张京业.海上风电的发展现状与前景展望[J].分布式能源,2023,8(2):1-10.
[4] 尚景宏,罗锐,张亮.海上风电基础结构选型与施工工艺[J].应用科技,2009,36(9):6-10.
[5] 战培国,于虹,侯波.海上风力发电技术综述[J].电力设备,2005(12):42-44.
[6] RAMACHANDRAN G K V,BREDMOSE H,SORENSEN J N,et al.Fully coupled three-dimensional dynamic response of a tension-leg platform floating wind turbine in waves and wind[J].Journal of Offshore Mechanics and Arctic Engineering,2013,136(2):52-64.
[7] MURTAGH P J,BASU B,BRODERICK B M.Along-wind response of a wind turbine tower with blade coupling subjected to rotationally sampled wind loading[J].Engineering Structures,2005,27(8):1209-1219.
[8] CATERINO N.Semi-active control of a wind turbine via magnetorheological dampers[J].Journal of Sound and Vibration,2015,345:1-17.
[9] 杨慧.导管架基础海上风机结构优化设计方法及振动控制策略研究[D].大连:大连理工大学,2022.
[10] 杨州.采用双向调谐质量阻尼器的风电结构减振控制研究[D].兰州:兰州理工大学,2020.
[11] GB/T 19072—2022,风力发电机组塔架[S].
[12] 张洪达,王勇,赵华,等.6 MW海上风机近海多桩式平台动力特性研究[J].山东电力技术,2022,49(6):74-80.
[13] 宋丹,张纪刚,马哲昊,等.基于防屈曲支撑的导管架大型风机冰激振动响应分析[J].青岛理工大学学报,2024,45(1):1-8.
[14] 周福霖.工程结构减震控制[M].北京:地震出版社,1997.
[15] 王肇民,马人乐.塔式结构[M].北京:科学出版社,2004.
[16] GB 50011—2010,建筑抗震设计规范[S].2016年版.
基本信息:
中图分类号:TM315;P752
引用信息:
[1]王振超,王向英,杨乐,等.风-地震联合作用下海上风机双向TMD振动控制[J].青岛理工大学学报,2026,47(05):37-44.
基金信息:
国家自然科学基金(52378304;52408340)
2025-04-09
2025
2025-05-24
2026-06-10
2026
2
2025-12-24
2025-12-24
2025-12-24