Damping of Cable with HDR Damper Accounting for Restraint Boundary Conditions

被引:6
作者
Le, Luu Xuan [1 ]
Katsuchi, Hiroshi [1 ]
Yamada, Hitoshi [1 ]
机构
[1] Yokohama Natl Univ, Dept Civil Engn, Hodogaya Ku, 79-5 Tokiwadai, Yokohama, Kanagawa 2408501, Japan
关键词
High Density Rubber damper; Reduction factor; Rotational restraint; Damping ratio; STAY CABLES; TAUT CABLE; VIBRATION;
D O I
10.1061/(ASCE)BE.1943-5592.0001641
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Conventional designs for added damping in stay cables with a High Damping Rubber (HDR) damper are commonly carried out assuming perfect boundary conditions at the cable ends or a smooth transition between the damper and cable. This paper proposes an asymptotic formulation for the attainable damping in stay cables with an externally installed HDR damper that accounts for uncertain boundaries at the cable ends, which includes hinged, fixed, and rotational restraint ends. The results indicate that by adjusting supports at the cable ends with finite rotational restraint stiffness, the damper works more effectively. In addition, a reduction factor (R-rd) of the achievable damping caused by rotational restraint at an HDR damper location will be proposed and investigated for a clamped-clamped cable. In the design of an HDR damper with a rotational restraint between the damper and cable, the damping ratio is reidentified by multiplying the designed damping of a conventional case by the reduction factor (R-rd). (C) 2020 American Society of Civil Engineers.
引用
收藏
页数:11
相关论文
共 19 条
[1]  
[Anonymous], 2007, RECOMMENDATIONS STAY, VFifth
[2]   Analysis of Dampers for Stay Cables Using Non Linear Beam Elements [J].
Battini, Jean-Marc .
STRUCTURES, 2018, 16 :45-49
[3]  
de Sa Caetano E., 2007, Cable vibrations in cable-stayed bridges, V9
[4]  
Fujino Y., 2012, Wind Resistant Design of Bridge in Japan: Developements and practices
[5]   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
[6]   Analytical study on bending effects in a stay cable with a damper [J].
Hoang, Nam ;
Fujino, Yozo .
JOURNAL OF ENGINEERING MECHANICS, 2007, 133 (11) :1241-1246
[7]   Dynamic Behavior of Stay Cables with Rotational Dampers [J].
Impollonia, Nicola ;
Ricciardi, Giuseppe ;
Saitta, Fernando .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2010, 136 (06) :697-709
[8]   Vibration control of cables with damped flexible end restraint: Theoretical model and experimental verification [J].
Jiang, Jian ;
Li, Guo-Qiang ;
Lu, Yong .
JOURNAL OF SOUND AND VIBRATION, 2013, 332 (15) :3626-3645
[9]   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
[10]   Effect of Rotational Restraint at Damper Location on Damping of a Taut Cable with a Viscous Damper [J].
Le, Xuan Luu ;
Katsuchi, Hiroshi ;
Yamada, Hitoshi .
JOURNAL OF BRIDGE ENGINEERING, 2020, 25 (02)