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Article

Numerical and Experimental Study of Structural Parameter Identification for Jacket-Type Offshore Wind Turbines

1
School of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China
2
Ningbo Key Laboratory of Integrated Development and Safety Assurance for Deep-Sea Energy and Resources, Ningbo Institute of Dalian University of Technology, Ningbo 315016, China
3
China Nuclear Power Engineering Co., Ltd., Beijing 100840, China
4
PowerChina Huadong Engineering Corporation Limited, Hangzhou 311122, China
*
Author to whom correspondence should be addressed.
Vibration 2026, 9(2), 27; https://doi.org/10.3390/vibration9020027
Submission received: 11 February 2026 / Revised: 14 March 2026 / Accepted: 9 April 2026 / Published: 14 April 2026

Abstract

Offshore wind energy has developed rapidly in recent years as a crucial component of renewable energy. However, offshore wind turbines (OWTs) face significant challenges in operations under complex marine environmental conditions, such as multimodal nonlinear vibrations, reliable structural monitoring, efficient maintenance, and sustainable long-term operations. The model-updating-based parameter identification takes advantages of structural vibration measurements, assisting in structural health monitoring. However, the traditional methods have not fully accounted for the parameter uncertainties and the need for real-time state updating, making them insufficient to meet the long-term online monitoring requirements for OWTs. This study introduces an innovative structural parameter identification framework that integrates modal parameter identification with Bayesian recursive updating. The proposed framework enables more efficient updates and uncertainty quantification of critical physical parameters for OWTs. It combines the covariance-driven stochastic subspace identification (COV-SSI) method for automatic modal parameter identification with the unscented Kalman filter (UKF) for parameter estimation. A 10 MW jacket-type offshore wind turbine was used as a case study. First, the numerical simulations were conducted to generate synthetic measurements for method validation and demonstration, enabling stepwise updating of the tower material’s elastic modulus across different sea conditions. A comparison of update speed and the convergence rate with the traditional time-step-based UKF method demonstrated the superiority of the proposed sea-condition-based approach in terms of computational efficiency and stability. Finally, the proposed framework was systematically validated using scaled model experimental data of a jacket-type OWT with a 4.2% identification error, confirming its engineering applicability. This research provides reliable technical support for the safety assessment of offshore wind turbine structures.
Keywords: jacket-type foundation; offshore wind turbine; unscented Kalman filter; parameter identification jacket-type foundation; offshore wind turbine; unscented Kalman filter; parameter identification

Share and Cite

MDPI and ACS Style

Han, X.; Zhang, C.; Guo, Z.; Wang, W.; Liu, Q.; Li, X. Numerical and Experimental Study of Structural Parameter Identification for Jacket-Type Offshore Wind Turbines. Vibration 2026, 9, 27. https://doi.org/10.3390/vibration9020027

AMA Style

Han X, Zhang C, Guo Z, Wang W, Liu Q, Li X. Numerical and Experimental Study of Structural Parameter Identification for Jacket-Type Offshore Wind Turbines. Vibration. 2026; 9(2):27. https://doi.org/10.3390/vibration9020027

Chicago/Turabian Style

Han, Xu, Chen Zhang, Zhaoyang Guo, Wenhua Wang, Qiang Liu, and Xin Li. 2026. "Numerical and Experimental Study of Structural Parameter Identification for Jacket-Type Offshore Wind Turbines" Vibration 9, no. 2: 27. https://doi.org/10.3390/vibration9020027

APA Style

Han, X., Zhang, C., Guo, Z., Wang, W., Liu, Q., & Li, X. (2026). Numerical and Experimental Study of Structural Parameter Identification for Jacket-Type Offshore Wind Turbines. Vibration, 9(2), 27. https://doi.org/10.3390/vibration9020027

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