The negative stiffness electromagnetic tuned inerter damper for damping enhancement of stay cables

被引:15
作者
Gao, Hui [1 ]
Wang, Zhihao [1 ]
Jia, Junfeng [2 ]
Cheng, Zhipeng [1 ]
机构
[1] North China Univ Water Resources & Elect Power, Sch Civil Engn & Commun, Zhengzhou, Peoples R China
[2] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing, Peoples R China
基金
中国国家自然科学基金;
关键词
Cable vibration control; Negative stiffness; Electromagnetic inerter damper; Damping enhancement; VIBRATION CONTROL; VISCOUS DAMPER; BRIDGE CABLES; MASS DAMPER; TAUT CABLE; DESIGN; PERFORMANCE; SYSTEM; MODEL;
D O I
10.1016/j.engstruct.2023.116542
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Long stay cables may be subject to vortex-and rain-wind-induced vibrations. To suppress the two types of vibrations simultaneously, integrating the advantages of negative stiffness and inerter-based damper, a new negative stiffness electromagnetic tuned inerter damper (NSETID) is proposed in this study. The equivalent mechanical model of the NSETID is presented according to its working principle. On this basis, non-dimensional analytical equations of the cable with NSETID are developed. Subsequently, the optimum parameters of the NSETID are identified by optimizing the damping ratio of the tuned cable mode. The effects of the cable sag and flexural stiffness on the control performance and optimum parameters of the NSETID are also taken into consideration. In addition, the benefits and damping enhancement of the NSETID for mitigating single-mode and multi-mode cable vibrations are illustrated by comparing with tuned inerter damper (TID), negative stiffness damper (NSD), and negative stiffness inerter damper (NSID). Finally, the damping enhancement mechanism of the NSETID for cable multi-mode is explored through its stiffness and damping properties. The results highlight the superior damping enhancement capabilities of the NSETID in mitigating single-mode and multi-mode cable vibrations. The better control performance of the NSETID can be attributed not only to its negative stiffness behavior but also to the adaptability of its equivalent damping and negative stiffness coefficients to the cable mode order.
引用
收藏
页数:16
相关论文
共 72 条
[21]   Multimode vibration control of stay cables using optimized negative stiffness damper [J].
Javanbakht, Majd ;
Cheng, Shaohong ;
Ghrib, Faouzi .
STRUCTURAL CONTROL & HEALTH MONITORING, 2020, 27 (04)
[22]   Refined damper design formula for a cable equipped with a positive or negative stiffness damper [J].
Javanbakht, Majd ;
Cheng, Shaohong ;
Ghrib, Faouzi .
STRUCTURAL CONTROL & HEALTH MONITORING, 2018, 25 (10)
[23]   Application of Structural Control Systems for the Cables of Cable-Stayed Bridges: State-of-the-Art and State-of-the-Practice [J].
Javanmardi, Ahad ;
Ghaedi, Khaled ;
Huang, Fuyun ;
Hanif, Muhammad Usman ;
Tabrizikahou, Alireza .
ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING, 2022, 29 (03) :1611-1641
[24]   Semiactive damping of cables with sag [J].
Johnson, EA ;
Christenson, RE ;
Spencer, BF .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2003, 18 (02) :132-146
[25]  
Jy LI, 2022, STRUCT CONTROL HLTH, V10, pe3120
[26]  
Kennedy J, 1995, 1995 IEEE INTERNATIONAL CONFERENCE ON NEURAL NETWORKS PROCEEDINGS, VOLS 1-6, P1942, DOI 10.1109/icnn.1995.488968
[27]   High-mode vortex-induced vibration of stay cables: monitoring, cause investigation, and mitigation [J].
Kim, Sunjoong ;
Kim, Sejin ;
Kim, Ho-Kyung .
JOURNAL OF SOUND AND VIBRATION, 2022, 524
[28]   Comparison of the aerodynamics of bridge cables with helical fillets and a pattern-indented surface [J].
Kleissl, K. ;
Georgakis, C. T. .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2012, 104 :166-175
[29]   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
[30]   Vibration suppression of cables using tuned inerter dampers [J].
Lazar, I. F. ;
Neild, S. A. ;
Wagg, D. J. .
ENGINEERING STRUCTURES, 2016, 122 :62-71