PENG Jian, LI Lu-xin, HU Xia, WANG Xiu-yong. Parametric Vibration Stability of Controlled Stay Cables With Time Delays[J]. Applied Mathematics and Mechanics, 2017, 38(2): 181-188. doi: 10.21656/1000-0887.370110
Citation: PENG Jian, LI Lu-xin, HU Xia, WANG Xiu-yong. Parametric Vibration Stability of Controlled Stay Cables With Time Delays[J]. Applied Mathematics and Mechanics, 2017, 38(2): 181-188. doi: 10.21656/1000-0887.370110

Parametric Vibration Stability of Controlled Stay Cables With Time Delays

doi: 10.21656/1000-0887.370110
Funds:  The National Natural Science Foundation of China(11402085); The National Basic Research Program of China(973 Program)(2015CB057702)
  • Received Date: 2016-04-21
  • Rev Recd Date: 2016-05-20
  • Publish Date: 2017-02-15
  • The effects of time delays on the primary parametric vibration of controlled stay cables under axial excitation were studied. In view of cable sag and geometric nonlinearity, the nonlinear parametric vibration equation for the controlled stay cable system under axial excitation was built based on the Hamiltonian principle. Then the dynamic system with time delay was formulated by means of the Galerkin method. The multiscale method was used to analyze the primary parametric resonance of the controlled stay cable system and obtain the effects of different time delays and control gains on the time histories of the parametric vibration and the stability region of the controlled stay cable. The study shows that time delay weakens the vibration controlling effects on the stay cable, and the stability region of the parametric vibration is shifted. The larger the time delay is, the worse the controlling effects will be. The work plays a guiding role in the parametric design of the control system for stay cables.
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  • [1]
    Ni Y Q, Wang X Y, Chen Z Q, et al. Field observations of rain-wind-induced cable vibration in cable-stayed Dongting Lake Bridge[J]. Journal of Wind Engineering and Industrial Aerodynamics,2007,95(5): 303-328.
    [2]
    汪正兴, 王波, 柴小鹏. 大跨度斜拉桥斜拉索阻尼减振技术研究进展[J]. 桥梁建设, 2015,45(3): 13-19.(WANG Zheng-xing, WANG Bo, CHAI Xiao-peng. Research advancement of damping techniques for stay cables of long span cable-stayed bridges[J]. Bridge Construction,2015,45(3): 13-19.(in Chinese))
    [3]
    亢战, 钟万勰. 斜拉桥参数共振问题的数值研究[J]. 土木工程学报, 1998,31(4): 14-22.(KANG Zhan, ZHONG Wan-xie. Numerical study on parametric resonance of cable in cable stayed bridge[J]. China Civil Engineering Journal,1998,31(4): 14-22.(in Chinese))
    [4]
    汪峰, 文晓旭, 陈福青. 温度和桥面激励联合作用下斜拉索非线性振动特性分析[J]. 科学技术与工程, 2014,14(25): 135-139.(WANG Feng, WEN Xiao-xu, CHEN Fu-qing. Vibration analysis of long cables subjected to deck excitation and temperature[J]. Science Technology and Engineering,2014,14(25): 135-139.(in Chinese))
    [5]
    陈水生, 孙炳楠, 胡隽. 斜拉索受轴向激励引起的面内参数振动分析[J]. 振动工程学报, 2002,15(2): 144-150.(CHEN Shui-sheng, SUN Bing-nan, HU Jun. Analysis of stayed-cable vibration caused by axial excitation[J]. Journal of Vibration Engineering,2002,15(2): 144-150.(in Chinese))
    [6]
    汪至刚, 孙炳楠. 斜拉桥参数振动引起的拉索大幅振动[J]. 工程力学, 2001,18(1): 103-109.(WANG Zhi-gang, SUN Bing-nan. Cable vibration for cable stayed bridge by parametric response[J]. Engineering Mechanics,2001,18(1): 103-109.(in Chinese))
    [7]
    Pinto da Costa A, Martins J A C, Branco F, et al. Oscillations of bridge stay cables induced by periodic motions of deck and/or towers[J]. Journal of Engineering Mechanics,1996,122(7): 613-622.
    [8]
    WANG Lian-hua, ZHAO Yue-yu. Large amplitude motion mechanism and non-planar vibration character of stay cables subject to the support motions[J]. Journal of Sound and Vibration,2009,327(1/2): 121-133.
    [9]
    赵跃宇, 王涛, 康厚军. 斜拉索主参数共振的稳定性分析[J]. 动力学与控制学报, 2008,6(2): 112-117.(ZHAO Yue-yu, WANG Tao, KANG Hou-jun. Analysis of the stability of principal parametric resonance of stayed-cable[J]. Journal of Dynamics and Control,2008,6(2): 112-117.(in Chinese))
    [10]
    ZHAO Yao-bing, SUN Ce-shi, WANG Zhi-qian, et al. Analytical solutions for resonant response of suspended cables subjected to external excitation[J]. Nonlinear Dynamics,2014,78(2): 1017-1032.
    [11]
    Ying Z G, Ni Y Q, Ko J M. Parametrically excited instability of a cable under two support motions[J]. International Journal of Structural Stability and Dynamics,2006,6(1): 43-58.
    [12]
    Ying Z G, Ni Y Q, Ko J M. Parametrically excited instability analysis of a semi-actively controlled cable[J]. Engineering Structures,2007,29(4): 567-575.
    [13]
    Fujino Y, Susumpow T. An experimental study on active control of in-plane cable vibration by axial support motion[J]. Earthquake Engineering & Structural Dynamics,1994,23(12):1283-1297.
    [14]
    Tehrani M G, Kalkowski M K, Elliott S J. Active control of parametrically excited systems[J]. Journal of Intelligent Material Systems and Structures,2015,27(9): 1-13. doi: 10.1177/1045389X15588625.
    [15]
    彭剑, 赵珧冰, 孙测世, 等. 磁流变阻尼器——斜拉索控制系统中的时滞效应[J]. 工程力学, 2014,31(4): 155-159.(PENG Jian, ZHAO Yao-bing, SUN Ce-shi, et al. Time delay effects in MR damper—stay cable control systems[J]. Engineering Mechanics,2014,31(4): 155-159.(in Chinese))
    [16]
    齐欢欢, 徐鉴, 方明霞. 超音速飞行器机翼颤振的时滞反馈控制[J]. 应用数学和力学, 2016,37(2): 210-218.(QI Huan-huan, XU Jian, FANG Ming-xia. Time-delayed feedback control of flutter supersonic airfoils[J]. Applied Mathematics and Mechanics,2016,37(2): 210-218.(in Chinese))
    [17]
    Nayfeh A H, Mook D T. Nonlinear Oscillations [M]. New York: John Wiley & Sons, 1979.
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