Effectiveness of damping and inertance of two dampers on mitigation of multimode vibrations of stay cables by using the finite difference method

被引:8
|
作者
Wang, Yuanyuan [1 ]
Li, Shouying [1 ]
Qie, Kai [1 ]
Zhou, Shuai [2 ]
Chen, Zhengqing [1 ]
机构
[1] Hunan Univ, Coll Civil Engn, Key Lab Wind & Bridge Engn Hunan Prov, 1 Lushan Southern Rd, Changsha 410082, Peoples R China
[2] China Construct Fifth Engn Div Corp Ltd, Changsha, Peoples R China
关键词
Stay cable; multimode vibration control; damping ratio; finite difference method; viscous damper; viscous inertial mass damper; WIND INDUCED VIBRATIONS; TAUT-CABLE; INERTER DAMPER; SYSTEM;
D O I
10.1177/10775463221091337
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Stay cables of several cable-stayed bridges with a span of nearly 1000 m are confronted with the simultaneous actions of low-mode rain-wind induced vibration and high-mode vortex-induced vibration. It is difficult to effectively reduce these two kinds of cable vibrations by installing one damper at the end of the stay cable. In this paper, the effectiveness of two dampers attached at the lower end of the stay cable, including viscous dampers and viscous inertial mass dampers, is investigated by the finite difference method. First, the stay cable was simplified as an inclined cable with sag, and equation of motion governing the stay cable attached with two dampers was derived. This equation was then numerically solved by the finite difference method. Second, taking Cable A30 of the Suzhou-Nantong Yangtze River Bridge as a reference, a series of numerical simulations were carefully conducted to obtain the damping ratios of the first fifty modes. The results show that it is impossible to enhance the damping ratios of all of the concerned modes up to the minimum target value only by installing a single viscous damper or a single viscous inertial mass damper at the end of the stay cable. However, two viscous dampers installed at the lower end of the cable (l(1)/l = 2%, l(2)/l = 5%) can overcome the shortcoming of a single viscous damper or viscous inertial mass damper to enhance the damping ratios of the first 34 modes up to the minimum target value (0.5%). In general, the optimized relative location of the two dampers (l(2)/l(1)) should be near 2. The optimized ratio of the damping coefficients (eta(1)/eta(2)) should be lower than l(2)/l(1,) and the lower limit of eta(1)/eta(2) is determined by the minimum target values for modal damping ratios. Moreover, it appears that a lower installation position of two viscous dampers can realize the mitigation of higher modes even up to the 40(th) similar to 50(th) modes.
引用
收藏
页码:3112 / 3125
页数:14
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