JOURNAL ARTICLE
Vibration Control of Wind Turbine Towers with Inerter–Based Outrigger–Cable–Lever–Damping (IOCLD) Systems.
Published In: International Journal of Structural Stability & Dynamics, 2026, v. 26, n. 11. P. 1 1 of 3
Database: Academic Search Ultimate 2 of 3
Authored By: Su, Ning; Bian, Jing; Chen, Zhaoqing; Zeng, Cong; Xia, Yi 3 of 3
Abstract
Wind Turbine Towers (WTTs) are slender infrastructures for renewable energies, which are subjected to significant vibrations induced by wind and seismic hazards during their lifetime. In order to suppress these harmful vibrations, an Inerter-based Outrigger-Cable-Lever-Damping (IOCLD) system is proposed. It is composed of an outrigger, a lever, and a pair of cables and inerter-dashpot dampers. The outrigger is to convert bending rotation into vertical vibrations, which is transferred to the lever by the cables. The lever amplifies the inertial-damping force provided by the dampers. The inerter is beneficial to enhance energy dissipation. With these mechanisms, the vibration of WTTs can be effectively suppressed. In order to achieve optimal control performances, the tuning parameters of the IOCLD are analytically derived. Additionally, an equivalent inertance ratio is proposed to obtain the optimal parameters and evaluate the control performance. Finally, through practical numerical cases for wind- and seismic-induced vibration control, the effectiveness of the IOCLD is proved. Compared with existed Amplifying Damping Transfer System (ADTS) without inerters, IOCLD exhibits an excellent energy dissipation rate, which exceeds twice of ADTS for the investigated cases. Compared with conventional Tuned Mass Damper (TMD), IOCLD shows its advantages for lightweight, stability and in-situ adjustable feasibility. [ABSTRACT FROM AUTHOR]
Additional Information
- Source:International Journal of Structural Stability & Dynamics. 2026/05, Vol. 26, Issue 11, p1
- Document Type:Article
- Subject Area:Science
- Publication Date:2026
- ISSN:0219-4554
- DOI:10.1142/S0219455426500847
- Accession Number:192347540
- Copyright Statement:Copyright of International Journal of Structural Stability & Dynamics is the property of World Scientific Publishing Company and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
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