Vibration cantol of stay cables of the Shandong Binzhou yellow river highway bridge using magnetorheological fluid dampers

被引:111
作者
Li, Hui [1 ]
Liu, Min [1 ]
Li, Jinhai [1 ]
Guan, Xinchun [1 ]
Ou, Jinping [1 ]
机构
[1] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China
关键词
bridges cables-stayed; China; bridges highway; vibration; damping;
D O I
10.1061/(ASCE)1084-0702(2007)12:4(401)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The Shandong Binzhou Yellow River Highway Bridge is a three-tower, cable-stayed bridge in Shandong Province, China. Because the stay cables are prone to vibration, 40 magnetorheological (MR) fluid dampers were attached to the 20 longest cables of this bridge to suppress possible vibration. An innovative control algorithm for active and semiactive control of mass-distributed dynamic systems, e.g., stay cables, was proposed. The frequencies and modal damping ratios of the unimpeded tested cable were identified through an ambient vibration test and free vibration tests, respectively. Subsequently, a series of field tests were carried out to investigate the control efficacy of the free cable vibrations achieved by semiactive MR dampers, "Passive-off' MR dampers and "Passive-on" MR dampers. The first three modal damping ratios of the cable incorporated with the MR. dampers were also identified from the in situ experiments. The field experiment results indicated that the serniactive MR dampers can provide significantly greater supplemental damping for the cable than either the Passive-off or the Passive-on MR dampers because of the pseudonegative stiffness generated by the serniactive MR dampers.
引用
收藏
页码:401 / 409
页数:9
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