Damping Enhancement Solution for Wind Turbines Through Amplifying Damping Transfer Systems
dc.citation.articleNumber | 2450094 | en_US |
dc.citation.issueNumber | 9 | en_US |
dc.citation.journalTitle | International Journal of Structural Stability and Dynamics | en_US |
dc.citation.volumeNumber | 24 | en_US |
dc.contributor.author | Wang, Meng | en_US |
dc.contributor.author | Lu, Hai-Qiang | en_US |
dc.contributor.author | Wang, Pi-Guang | en_US |
dc.contributor.author | Nagarajaiah, Satish | en_US |
dc.contributor.author | Du, Xiu-Li | en_US |
dc.date.accessioned | 2024-08-02T13:32:11Z | en_US |
dc.date.available | 2024-08-02T13:32:11Z | en_US |
dc.date.issued | 2024 | en_US |
dc.description.abstract | This paper proposed a novel amplifying damping transfer system (ADTS) as a new damping enhancement solution for high-rise structures like wind turbines. The proposed ADTS can transfer the upper rotation of turbine tower to its bottom with damping amplification mechanism. Hence, viscous damper can be installed on wind turbines in a very convenient and efficient way. The dynamic characteristics of wind turbines equipped with ADTS were parametrically investigated concerning the influence of the damping, stiffness, and position of the ADTS based on complex frequency analysis. It was found that each mode has a maximum damping ratio, which is affected by the ADTS stiffness and position. The optimal ADTS position of the first mode is about 0.7 H (turbine height), and the optimal positions of the second mode are at 0.3 H and 0.86 H. The proposed ADTS considerably attenuated both drift and acceleration responses of wind turbines caused by winds and earthquakes. For example, as compared to the optimized tuned mass damper, ADTS further decreases the displacement (acceleration) of wind turbine tower by about 22% (38%). | en_US |
dc.identifier.citation | Wang, M., Lu, H.-Q., Wang, P.-G., Nagarajaiah, S., & Du, X.-L. (2024). Damping Enhancement Solution for Wind Turbines Through Amplifying Damping Transfer Systems. International Journal of Structural Stability and Dynamics, 24(09), 2450094. https://doi.org/10.1142/S0219455424500949 | en_US |
dc.identifier.digital | wang-et-al-2023 | en_US |
dc.identifier.doi | https://doi.org/10.1142/S0219455424500949 | en_US |
dc.identifier.uri | https://hdl.handle.net/1911/117589 | en_US |
dc.language.iso | eng | en_US |
dc.publisher | World Scientific | en_US |
dc.rights | Except where otherwise noted, this work is licensed under a Creative Commons Attribution-NonCommercial (CC BY-NC) license. Permission to reuse, publish, or reproduce the work beyond the terms of the license or beyond the bounds of fair use or other exemptions to copyright law must be obtained from the copyright holder. | en_US |
dc.rights.uri | https://creativecommons.org/licenses/by-nc/4.0/ | en_US |
dc.title | Damping Enhancement Solution for Wind Turbines Through Amplifying Damping Transfer Systems | en_US |
dc.type | Journal article | en_US |
dc.type.dcmi | Text | en_US |
dc.type.publication | publisher version | en_US |
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