Practical negative stiffness device with viscoelastic damper in parallel or series configuration for cable damping improvement

被引:24
作者
Chen, Lin [1 ]
Liu, Zhanhang [1 ]
Zou, Yiqing [2 ]
Wang, Meng [5 ]
Nagarajaiah, Satish [6 ,7 ]
Sun, Feifei [8 ]
Sun, Limin [1 ,3 ,4 ]
机构
[1] Tongji Univ, Dept Bridge Engn, Shanghai, Peoples R China
[2] Liuzhou OVM Machinery Co Ltd, Liuzhou, Peoples R China
[3] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai, Peoples R China
[4] Shanghai Qi Zhi Inst, Shanghai, Peoples R China
[5] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, China Minist Educt, Beijing, Peoples R China
[6] Rice Univ, Dept Civil & Environm Engn, Houston, TX USA
[7] Rice Univ, Dept Mech Engn, Houston, TX USA
[8] Tongji Univ, Dept Struct Engn, Shanghai, Peoples R China
基金
中国国家自然科学基金;
关键词
Negative stiffness device; Stay cables; Damping; Viscoelastic damper; High-damping rubber damper; Series configuration; STAY CABLES; PERFORMANCE; VIBRATIONS;
D O I
10.1016/j.jsv.2023.117757
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Negative stiffness mechanism has been found able to improve damping performance of dampers on a stay cable which otherwise is limited by the damper installation distance from a cable end. This study provides a practical negative stiffness device (NSD) with adjustable negative stiffness and experiments are performed to validate the negative stiffness effect. The NSD is then combined with a viscoelastic damper in parallel or series for cable damping improvement. Explicit design formulas are derived for optimal design with a target enhancement effect in damping considering the damper described respectively using the Kelvin model and the linear hysteretic damping model. The formulas are verified by analytical and numerical solutions. Parametric analyses show damping enhancement effects of the NSD and it is found more efficient when combined with a damper in series because both deformation amplitudes of the damper and the NSD are further increased in this configuration. Subsequently, case studies are carried out based on two cables of the Sutong Bridge respectively with a shear-type viscous damper and a high damping rubber damper. The results show that the designed NSD can fulfill practical requirements. Particularly, a 100% increase in damping can be achieved by the presented NSD when combined with the damper installed on a cable of 546.9 m long.
引用
收藏
页数:18
相关论文
共 59 条
[1]  
Caetano E., 2007, STRUCTURAL ENG DOCUM, V9
[2]   Tuned tandem mass dampers-inerters with broadband high effectiveness for structures under white noise base excitations [J].
Cao, Liyuan ;
Li, Chunxiang .
STRUCTURAL CONTROL & HEALTH MONITORING, 2019, 26 (04)
[3]   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
[4]   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
[5]   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
[6]   Suppression of vortex-induced vibration of a circular cylinder by a passive-jet flow control [J].
Chen, Wen-Li ;
Chen, Guan-Bin ;
Xu, Feng ;
Huang, Ye-wei ;
Gao, Dong-Lai ;
Li, Hui .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2020, 199
[7]   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
[8]  
Fujino Y., 2012, Wind Resistant Design of Bridge in Japan: Developements and practices
[9]   Dynamic behavior and damping enhancement of cable with negative stiffness inerter damper [J].
Gao, Hui ;
Wang, Hao ;
Li, Jian ;
Mao, Jianxiao ;
Wang, Zhihao .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2022, 235
[10]   Optimum design of viscous inerter damper targeting multi-mode vibration mitigation of stay cables [J].
Gao, Hui ;
Wang, Hao ;
Li, Jian ;
Wang, Zhihao ;
Liang, Ruijun ;
Xu, Zidong ;
Ni, Youhao .
ENGINEERING STRUCTURES, 2021, 226