Application of Structural Control Systems for the Cables of Cable-Stayed Bridges: State-of-the-Art and State-of-the-Practice

被引:36
作者
Javanmardi, Ahad [1 ,2 ]
Ghaedi, Khaled [2 ,3 ]
Huang, Fuyun [1 ,4 ]
Hanif, Muhammad Usman [5 ]
Tabrizikahou, Alireza [6 ]
机构
[1] Fuzhou Univ, Univ Town, Key Lab Fujian Prov, Coll Civil Engn, 2 Xueyuan Rd, Fuzhou 350108, Peoples R China
[2] PASOFAL Engn Grp, Ctr Res & Dev, Kuala Lumpur 52200, Malaysia
[3] Univ Malaya, Fac Engn, Civil Engn Dept, Kuala Lumpur 52200, Malaysia
[4] Fuzhou Univ, Mitigat Civil Engn, Fujian Prov Key Lab Multidisasters Prevent & Miti, Fuzhou 350108, Fujian, Peoples R China
[5] Natl Univ Sci & Technol, Sch Civil & Environm Engn SCEE, H-12, Islamabad, Pakistan
[6] Poznan Univ Tech, Inst Bldg Engn, Piotrowo 5, PL-60965 Poznan, Poland
基金
中国博士后科学基金;
关键词
WIND-INDUCED VIBRATION; NEGATIVE STIFFNESS DAMPER; INPLANE DYNAMIC-BEHAVIOR; INCLINED SAG CABLE; LONG-SPAN BRIDGES; MAGNETORHEOLOGICAL DAMPERS; ENERGY-DISSIPATION; CONTROL PERFORMANCE; SEMIACTIVE CONTROL; SEISMIC RESPONSE;
D O I
10.1007/s11831-021-09632-4
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Stay cables are one of the key elements of cable-stayed bridges and are characterized by lightweight, low inherent damping, and high flexibility. They are continuously subjected to small-to large-amplitude vibrations due to various types of dynamic loads that may, in the long term, cause fatigue and fracture problems for the cable system, and may eventually compromise the safety of cable-stayed bridges. Thus, several countermeasures including surface profiling, cross-ties, and structural vibrational control systems have been used to improve the dynamic performance of stay cables. This article presents a comprehensive state-of-the-art and state-of-the-practice review of structural vibration control systems specifically designed and used for the cables in cable-stayed bridges. Generally, the stay cable dampers are classified as internal and external dampers. Consequently, important aspects of each control strategy are highlighted and various types of devices and their designs are discussed to find the best control solution for suppressing the cable vibrations.
引用
收藏
页码:1611 / 1641
页数:31
相关论文
共 184 条
[1]   IMPORTANCE OF CABLE VIBRATION IN DYNAMICS OF CABLE-STAYED BRIDGES [J].
ABDELGHAFFAR, AM ;
KHALIFA, MA .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1991, 117 (11) :2571-2589
[2]   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
[3]   Efficiency of an External Damper in Two-Cable Hybrid Systems [J].
Ahmad, Javaid ;
Cheng, Shaohong ;
Ghrib, Faouzi .
JOURNAL OF BRIDGE ENGINEERING, 2018, 23 (02)
[4]   SEISMIC PASSIVE CONTROL OF CABLE-STAYED BRIDGES [J].
ALI, HEM ;
ABDELGHAFFAR, AM .
SHOCK AND VIBRATION, 1995, 2 (04) :259-272
[5]   SEISMIC ENERGY-DISSIPATION FOR CABLE-STAYED BRIDGES USING PASSIVE DEVICES [J].
ALI, HEM ;
ABDELGHAFFAR, AM .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1994, 23 (08) :877-893
[6]   Analysis for the optimal location of cable damping systems on stayed bridges [J].
Alvarado Cardenas, Roberto ;
Carrion Viramontes, Francisco Javier ;
Dominguez Gonzalez, Aurelio ;
Herrera Ruiz, Gilberto .
NONLINEAR DYNAMICS, 2008, 52 (04) :347-359
[7]  
Annan R, 2006, FRICTION DAMPER TEST
[8]  
[Anonymous], 2018, IABSE C ENG DEV WORL
[9]  
[Anonymous], 2019, SEISMIC BEHAV INVEST
[10]   Wind-Induced Vibrations of the Stay Cables of a Roundabout Flyover: Assessment, Repair, and Countermeasures [J].
Argentini, T. ;
Rosa, L. ;
Zasso, A. .
JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2016, 30 (06)