Offshore Wind Turbine Scale‐Down Model MTMD Shaker Test Research and Analysis

This study takes a 6.45 MW offshore wind turbine structure as an example and uses the similitude analysis method to establish a reduced‐scale model, which is compared with the reduced‐scale finite element model and the full‐scale model’s dynamic characteristics to verify the similarity relationship of the structure. By comparing the vibration response before and after applying the multiple tuned mass dampers (MTMDs) vibration control scheme, the effectiveness of the vibration control scheme is verified. The research results show that the MTMD device has a significant effect on controlling the first and second‐order modal vibration responses of the wind turbine structure, with a vibration control rate of over 60%.

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Publication Details

Journal
Advances in Civil Engineering
Published
2025-01-01
DOI
https://doi.org/10.1155/adce/7756541
Citations
1
Primary Topic
Structural Health Monitoring Techniques
Type
article
Field-Weighted Citation Impact
0.95

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Offshore Wind Turbine Scale‐Down Model MTMD Shaker Test Research and Analysis

Zhiqiang Zhang, Zhiji Le, Wenbo Xie, Yijing Lu et al.
1 citations
Advances in Civil Engineering
Structural Health Monitoring Techniques
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article

Offshore Wind Turbine Scale‐Down Model MTMD Shaker Test Research and Analysis

Zhiqiang Zhang, Zhiji Le, Wenbo Xie, Yijing Lu, Li Chen, Min Lin, Huiyuan Tian
article en
1 citations

Abstract

This study takes a 6.45 MW offshore wind turbine structure as an example and uses the similitude analysis method to establish a reduced‐scale model, which is compared with the reduced‐scale finite element model and the full‐scale model’s dynamic characteristics to verify the similarity relationship of the structure. By comparing the vibration response before and after applying the multiple tuned mass dampers (MTMDs) vibration control scheme, the effectiveness of the vibration control scheme is verified. The research results show that the MTMD device has a significant effect on controlling the first and second‐order modal vibration responses of the wind turbine structure, with a vibration control rate of over 60%.

Advances in Civil EngineeringVol. 2025(1)
Southeast University (BD), SGIDI Engineering Consulting (China) (CN), Shanghai Architectural Design & Research Institute (CN), Southeast University (CN)
China Three Gorges Corporation, National Natural Science Foundation of China, Southeast University
Openalex Percentile: Top 26%
Structural Health Monitoring Techniques
0.95
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