Pounding tuned mass damper-inerter for vortex-induced vibration control of cable stays

被引:0
作者
Li, Shujin [1 ]
Zeng, Wenlong [1 ]
Zhang, Yuanjin [2 ]
机构
[1] School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan
[2] School of Safety Science and Emergency Management, Wuhan University of Technology, Wuhan
来源
Zhendong yu Chongji/Journal of Vibration and Shock | 2024年 / 43卷 / 17期
关键词
impact damping; mass damper-inerter; stay cable; vibration control; vortex-induced vibration;
D O I
10.13465/j.cnki.jvs.2024.17.023
中图分类号
学科分类号
摘要
Here, on the basis of previous study on tuned mass damper-inerter (TMDI), a nonlinear collision mechanism was introduced, and a new type of pounding tuned mass damper-inerter (PTMDI) was proposed to control vortex-induced vibration of cable stays. This damper could not only reduce itself size, but also utilize the acceleration sudden change generated by oscillator during collision to improve the mass amplification effect of the damper-inerter. To some extent, it could solve the traditional installation mode of the damper-inerter' s one end fixed as much as possible, and the arrangement was more flexible. The control equation for vortex-induced vibration reduction of a cable with this device was established. Characteristics of cable vortex-induced vibration were analyzed, and the established control system' s vibration reduction performance was studied. Effects and optimization problems of damper-inerter parameters and collision parameters were explored to deduce the method for obtaining optimal parameters. Numerical examples showed that the proposed PTMDI can significantly reduce vortex-induced vibration responses of cables, and have superior control ability under the optimal parameters obtained with the proposed optimization method. The analysis for control of multimodal vortex-induced vibrations in cables under frequent wind conditions showed that the collision mechanism can improve the robustness of PTMDI, and have a considerable degree of control effect on multi-modal vortex-induced vibrations. © 2024 Chinese Vibration Engineering Society. All rights reserved.
引用
收藏
页码:214 / 223
页数:9
相关论文
共 29 条
  • [1] Chen Z., Shouying L.I., Deng Y., Et al., Recent challenges and advances on study of wind-induced vibrations of bridge cables [J], Journal of Hunan University (Natural Sciences), 49, 5, pp. 1-8, (2022)
  • [2] Wang Z., Study on dynamic characteristics and nonlinear characteristics of multi-cable single beam coupled structures[J], Journal of Dynamics and Control, 21, 4, pp. 41-47, (2023)
  • [3] Chao X.I.A., Yi H.U.I., Ke L.I., Study on modal analysis and 1: 1 internal resonance of suspension bridge with unilateral main cable stiffness damage [J], Journal of Dynamics and Control, 21, 2, pp. 66-74, (2023)
  • [4] Ge C., Chen A., Vibration characteristics identification of ultra-long cables of a cable-stayed bridge in normal operation based on half-year monitoring data [J], Structure and Infrastructure Engineering, 15, 12, pp. 1567-1582, (2019)
  • [5] Zhiwen L.I.U., Shen J., Chen Z., Et al., Experimental study on aerodynamic control measures for vortex-induced vibration of stay-cable [J], Journal of Vibration Engineering, 34, 3, pp. 441-451, (2021)
  • [6] Zheng W., Tang G., Zheng G., Et al., Stretch bending fatigue test study on stayed cables in Sutong Bridge [J], Technology of Highway and Transport, 4, pp. 73-76, (2010)
  • [7] Qingkuan L.I.U., Zheng Y., Yurun B.A.I., Et al., Parametric optimization of aerodynamic anti-vibration measure for rain-wind induced vibration of cables [J], Journal of Vibration and Shock, 34, 8, pp. 31-35, (2015)
  • [8] Yifei S.U.N., Qingkuan L.I.U., Wang Y., Et al., Experimental study on effect of O-rings on vortex induced vibration of stay cables [J], Engineering Mechanics, 40, 7, pp. 239-248, (2023)
  • [9] Krenk S., Vibrations of a taut cable with an external damper [J], Journal of Applied Mechanics, 67, 4, pp. 772-776, (2000)
  • [10] Pacheco B.M., Fujino Y., Sulekh A., Estimation curve for modal damping in stay cables with viscous damper [J], Journal of Structural Engineering, 119, 6, pp. 1961-1979, (1993)