MODELING AND INHERENT CHARACTERISTICS OF SAGGED-CABLE-CROSSTIE SYSTEM

被引:0
|
作者
Sun C.-S. [1 ]
Jiao D.-W. [1 ]
Zhao B.-H. [1 ]
Tan C. [1 ]
机构
[1] College of Civil Engineering, Chongqing Jiaotong University, Chongqing
来源
Gongcheng Lixue/Engineering Mechanics | 2023年 / 40卷 / 11期
关键词
crosstie; in-phase vibration; inherent characteristic; out-of-phase vibration; sagged-cable;
D O I
10.6052/j.issn.1000-4750.2022.02.0136
中图分类号
学科分类号
摘要
Crosstie is a promising mean for vibration mitigation of long inclined cables. In order to study the inherent characteristics of the system with crosstie and its variation with key parameters, a model for the sagged-cable-crosstie system composed of N vertical cables and of M crossties was established. The dimensionless equation of motion was obtained and then solved by introducing boundary, continuity, and equilibrium conditions. The general model was reduced to a double-cable-crosstie system, and its dimensionless frequency equation was obtained. The effects of key parameters on the frequencies and modes of the system were studied by numerical analysis, such as Irvine parameter λ2, stiffness and location of crossties, and wave velocity ratio η. The results show that the sag only affects the out-of-phase frequency when the parameters of the two cables are the same, so the ω-λ2 curves of in-phase vibration and out-of-phase vibration show cross-over phenomenon and veering phenomenon, respectively. When λ2 is a certain value, the first order out-of-phase vibration frequency under any crosstie stiffnesses is equal to the first order in-phase frequency, thusly the frequency curves pass through the first cross-over point. If the parameters of the two sagged cables are the same, increasing the stiffness of the crosstie only increases the out-of-phase vibration frequency of the system, but the increase is not more than 1. If the wave velocities of the two sagged cables are different, all the frequencies of the system will be “jumping” to higher orders with the increase of the wave velocity difference, and the higher the frequency order, the more the number of “jumping”. © 2023 Tsinghua University. All rights reserved.
引用
收藏
页码:168 / 178
页数:10
相关论文
共 38 条
  • [1] KANG Houjun, ZHAO Yueyu, WANG Tao, Influence of damping on large amplitude vibration of stay cables, Journal of Hunan University (Natural Science Edition), 35, 12, pp. 1-6, (2008)
  • [2] SUN Yifei, LIU Qingkuan, LI Zhen, Et al., Study on time-frequency characteristics of wind-induced vibration of non-standard circular stay cables, Engineering Mechanics, 38, pp. 52-57, (2021)
  • [3] ZHENG Yunfei, LIU Qingkuan, ZHAN Qifang, Et al., Experimental study on the influence of helix parameters on the aerodynamic characteristics of stay cables, Engineering Mechanics, 37, pp. 301-306, (2020)
  • [4] WANG Huiping, SUN Limin, HU Xiaolun, Semi active control algorithm of stay cable based on variable friction damping force, Engineering Mechanics, 32, 11, (2015)
  • [5] LIU Jing, LIANG Dong, YANG Liu, Et al., Study on cable damping mechanism of rack and pinion inertial viscous damper, Engineering Mechanics, 40, 1, pp. 155-167, (2023)
  • [6] SUN Limin, DI Fangdian, CHEN Lin, Et al., Vibration analysis of cable double viscous damper system considering sag effect, Engineering Mechanics, 39, 8, pp. 49-60, (2022)
  • [7] LIU Jing, LIANG Dong, Vibration reduction analysis of inertia damper system with deflection cable, Vibration and Shock, 40, 16, pp. 29-38, (2021)
  • [8] KRENK S, NIELSEN S., Vibrations of a shallow cable with a viscous damper [J], Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 458, 2018, pp. 339-357, (2002)
  • [9] HE X, CAI C, WANG Z, Et al., Experimental verification of the effectiveness of elastic cross-ties in suppressing wake-induced vibrations of staggered stay cables [J], Engineering Structures, 167, pp. 151-165, (2018)
  • [10] CARACOGLIA L, JONES N P., In-plane dynamic behavior of cable networks. Part 1: Formulation and basic solutions [J], Journal of Sound and Vibration, 279, pp. 969-991, (2005)