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
[1]   Combined effect of external damper and cross-tie on the modal response of hybrid two-cable networks [J].
Ahmad, Javaid ;
Cheng, Shaohong ;
Ghrib, Faouzi .
JOURNAL OF SOUND AND VIBRATION, 2018, 417 :132-148
[2]   A unified analysis of negative stiffness dampers and inerter-based absorbers for multimode cable vibration control [J].
Chen, Lin ;
Nagarajaiah, Satish ;
Sun, Limin .
JOURNAL OF SOUND AND VIBRATION, 2021, 494
[3]   A comparative study of multi-mode cable vibration control using viscous and viscoelastic dampers through field tests on the Sutong Bridge [J].
Chen, Lin ;
Sun, Limin ;
Xu, Yuyuan ;
Di, Fangdian ;
Xu, Yingmei ;
Wang, Lujun .
ENGINEERING STRUCTURES, 2020, 224
[4]   Cable with discrete negative stiffness device and viscous damper: passive realization and general characteristics [J].
Chen, Lin ;
Sun, Limin ;
Nagarajaiah, Satish .
SMART STRUCTURES AND SYSTEMS, 2015, 15 (03) :627-643
[5]   MR damping system for mitigating wind-rain induced vibration on Dongting Lake Cable-Stayed Bridge [J].
Chen, ZQ ;
Wang, XY ;
Ko, JM ;
Ni, YQ ;
Spencer, BF ;
Yang, G ;
Hu, JH .
WIND AND STRUCTURES, 2004, 7 (05) :293-304
[6]   The design of an optimal viscous damper for a bridge stay cable using energy-based approach [J].
Cheng, Shaohong ;
Darivandi, Neda ;
Ghrib, Faouzi .
JOURNAL OF SOUND AND VIBRATION, 2010, 329 (22) :4689-4704
[7]   Optimization of hybrid cable networks with dampers and cross-ties for vibration control via multi-objective genetic algorithm [J].
Di, Fangdian ;
Sun, Limin ;
Chen, Lin .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2022, 166
[8]   Suppression of vortex-induced high-mode vibrations of a cable-damper system by an additional damper [J].
Di, Fangdian ;
Sun, Limin ;
Chen, Lin .
ENGINEERING STRUCTURES, 2021, 242
[9]   State-derivative feedback control of cable vibration using semiactive magnetorheological dampers [J].
Duan, YF ;
Ni, YQ ;
Ko, JM .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2005, 20 (06) :431-449
[10]   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