Performance evaluation of inerter-based damping devices for structural vibration control of stay cables

被引:29
作者
Huang, Zhiwen [1 ]
Hua, Xugang [1 ]
Chen, Zhengqing [1 ]
Niu, Huawei [1 ]
机构
[1] Hunan Univ, Coll Civil Engn, Key Lab Wind & Bridge Engn Hunan Prov, Changsha 410082, Hunan, Peoples R China
基金
美国国家科学基金会;
关键词
stay cable; vibration control; inerter; damper; modal damping ratio; NEGATIVE STIFFNESS DEVICE; MECHANICAL NETWORKS; TAUT CABLE; DAMPERS; SUPPRESSION; SYSTEMS; DESIGN;
D O I
10.12989/sss.2019.23.6.615
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Inerter-based damping devices (IBBDs), which consist of inerter, spring and viscous damper, have been extensively investigated in vehicle suspension systems and demonstrated to be more effective than the traditional control devices with spring and viscous damper only. In the present study, the control performance on cable vibration reduction was studied for four different inerter-based damping devices, namely the parallel-connected viscous mass damper (PVMD), series-connected viscous mass damper (SVMD), tuned inerter dampers (TID) and tuned viscous mass damper (TVMD). Firstly the mechanism of the ball screw inerter is introduced. Then the state-space formulation of the cable-TID system is derived as an example for the cable-IBBDs system. Based on the complex modal analysis, single-mode cable vibration control analysis is conducted for PVMD, SVMD, TID and TVMD, and their optimal parameters and the maximum attainable damping ratios of the cable/damper system are obtained for several specified damper locations and modes in combination by the Nelder-Mead simplex algorithm. Lastly, optimal design of PVMD is developed for multi-mode vibration control of cable, and the results of damping ratio analysis are validated through the forced vibration analysis in a case study by numerical simulation. The results show that all the four inerter-based damping devices significantly outperform the viscous damper for single-mode vibration control. In the case of multi-mode vibration control, PVMD can provide more damping to the first four modes of cable than the viscous damper does, and their maximum control forces under resonant frequency of harmonic forced vibration are nearly the same. The results of this study clearly demonstrate the effectiveness and advantages of PVMD in cable vibration control.
引用
收藏
页码:615 / 626
页数:12
相关论文
共 45 条
[11]   Design formulas for damping of a stay cable with a damper [J].
Fujino, Yozo ;
Hoang, Nam .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2008, 134 (02) :269-278
[12]   Rotational inertia dampers with toggle bracing for vibration control of a building structure [J].
Hwang, Jae-Seung ;
Kim, Jinkoo ;
Kim, Young-Moon .
ENGINEERING STRUCTURES, 2007, 29 (06) :1201-1208
[13]   Seismic control of single-degree-of-freedom structure using tuned viscous mass damper [J].
Ikago, Kohju ;
Saito, Kenji ;
Inoue, Norio .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2012, 41 (03) :453-474
[14]   Semiactive damping of stay cables [J].
Johnson, Erik A. ;
Baker, Greg A. ;
Spencer, B. F., Jr. ;
Fujino, Yozo .
JOURNAL OF ENGINEERING MECHANICS, 2007, 133 (01) :1-11
[15]   Damping of cables by a transverse force [J].
Krenk, S ;
Hogsberg, JR .
JOURNAL OF ENGINEERING MECHANICS, 2005, 131 (04) :340-348
[16]   Vibrations of a taut cable with an external damper [J].
Krenk, S .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 2000, 67 (04) :772-776
[17]   Convergence properties of the Nelder-Mead simplex method in low dimensions [J].
Lagarias, JC ;
Reeds, JA ;
Wright, MH ;
Wright, PE .
SIAM JOURNAL ON OPTIMIZATION, 1998, 9 (01) :112-147
[18]   Vibration suppression of cables using tuned inerter dampers [J].
Lazar, I. F. ;
Neild, S. A. ;
Wagg, D. J. .
ENGINEERING STRUCTURES, 2016, 122 :62-71
[19]   Using an inerter-based device for structural vibration suppression [J].
Lazar, I. F. ;
Neild, S. A. ;
Wagg, D. J. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2014, 43 (08) :1129-1147
[20]   Negative stiffness characteristics of active and semi-active control systems for stay cables [J].
Li, Hui ;
Liu, Min ;
Ou, Jinping .
STRUCTURAL CONTROL & HEALTH MONITORING, 2008, 15 (02) :120-142