Assessment of damping in monopile-supported offshore wind turbines: Integrating operational modal analysis with regression techniques

IF 3.9 2区 工程技术 Q1 ENGINEERING, CIVIL
Yibo Xi, Xin Zhang, Jianing Pan, Liyun Sun, Hao Li, Zhenyu Wang
{"title":"Assessment of damping in monopile-supported offshore wind turbines: Integrating operational modal analysis with regression techniques","authors":"Yibo Xi,&nbsp;Xin Zhang,&nbsp;Jianing Pan,&nbsp;Liyun Sun,&nbsp;Hao Li,&nbsp;Zhenyu Wang","doi":"10.1016/j.istruc.2025.108702","DOIUrl":null,"url":null,"abstract":"<div><div>The identification of damping sources in the design of offshore wind turbine (OWT) structures has been approached in many different ways. Among all the methods, assessing damping sources based on monitoring data for OWT operations is more reliable compared to using experimental or empirical techniques. This study aims to perform an automated operational modal analysis of an instrumented OWT using detailed vibration monitoring to effectively assess different sources of damping. Firstly, continuous vibration acceleration of a monopile-supported utility-scale OWT is measured to obtain mode parameters by operational modal analysis. An automated modal identification method is designed to obtain mode parameters from a large of monitoring data. The natural frequency and damping ratio of both the first and second order bending modes of the OWT tower are observed. Besides, the characteristics of these mode parameters during the OWT operation are analysed. A data-driven damping assessment method is then introduced to access aerodynamic, hydrodynamic and structural damping. This assessment method is based on the identified damping from operational modal analysis, and it separates the different damping sources with regression techniques. The proposed assessment method provides a practical way to understand the damping sources of OWTs which is meaningful for the structural design. Furthermore, the method also holds potential applicability for damping assessment in various types of OWTs.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"75 ","pages":"Article 108702"},"PeriodicalIF":3.9000,"publicationDate":"2025-03-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012425005168","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

The identification of damping sources in the design of offshore wind turbine (OWT) structures has been approached in many different ways. Among all the methods, assessing damping sources based on monitoring data for OWT operations is more reliable compared to using experimental or empirical techniques. This study aims to perform an automated operational modal analysis of an instrumented OWT using detailed vibration monitoring to effectively assess different sources of damping. Firstly, continuous vibration acceleration of a monopile-supported utility-scale OWT is measured to obtain mode parameters by operational modal analysis. An automated modal identification method is designed to obtain mode parameters from a large of monitoring data. The natural frequency and damping ratio of both the first and second order bending modes of the OWT tower are observed. Besides, the characteristics of these mode parameters during the OWT operation are analysed. A data-driven damping assessment method is then introduced to access aerodynamic, hydrodynamic and structural damping. This assessment method is based on the identified damping from operational modal analysis, and it separates the different damping sources with regression techniques. The proposed assessment method provides a practical way to understand the damping sources of OWTs which is meaningful for the structural design. Furthermore, the method also holds potential applicability for damping assessment in various types of OWTs.
求助全文
约1分钟内获得全文 求助全文
来源期刊
Structures
Structures Engineering-Architecture
CiteScore
5.70
自引率
17.10%
发文量
1187
期刊介绍: Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信