Random Vibration Analysis of Coupled Three-Dimensional Maglev Vehicle-Bridge System

被引:5
|
作者
Liu, Wei [1 ]
Guo, Wenhua [1 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China
基金
中国国家自然科学基金;
关键词
DYNAMIC-RESPONSE; ALGORITHM;
D O I
10.1155/2019/4920659
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a framework for the linear random vibration analysis of the coupled three-dimensional (3D) maglev vehicle-bridge system. Except for assembling the equation of motion of vehicle only via the principle of virtual work, the fully computerized approach is further expanded to assemble the governing equation of fluctuating current via the equilibrium relation. A state-space equation couples the equation of motion of the vehicle and the governing equation of fluctuating current. The equation of motion of a real three-span space continuous girder bridge is established by using finite element methods. A separated iteration method based on the precise integration method and the Newmark method is introduced to solve the state-space equation for the maglev vehicle and the equation of motion for the bridge. Moreover, a new scheme to application of the pseudoexcitation method (PEM) in random vibration analysis is proposed to maximize the computational efficiency of the random vibration analysis of the maglev vehicle-bridge system. Finally, the numerical simulation demonstrates that the proposed framework can efficiently obtain the mean value, root mean square (RMS), standard deviation (SD), and power spectral density (PSD) of dynamic response for the coupled 3D maglev vehicle-bridge system.
引用
下载
收藏
页数:14
相关论文
共 50 条
  • [41] Probability distribution of random variables of impact coefficient in numerical simulation of vehicle-bridge coupled vibration
    Shen, Rui-Li
    Guan, Kuai
    Fang, Kai
    Zhendong yu Chongji/Journal of Vibration and Shock, 2015, 34 (18): : 123 - 128
  • [42] Analysis of vehicle-bridge coupled vibration of long-span curved truss bridge in service
    Zhou R.-J.
    Wang Y.
    Chen H.
    Zhendong Gongcheng Xuebao/Journal of Vibration Engineering, 2022, 35 (01): : 103 - 112
  • [43] Indirect Identification and Analysis of Bridge Damage Using Vehicle-Bridge Coupled Vibration and Deep Learning
    Chen, Daihai
    Cui, Hua
    Li, Zheng
    Xu, Shizhan
    Zhang, Yu
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2024, 38 (04)
  • [44] Random Vibration Analysisof Nonlinear Vehicle-bridge Dynamic Interactions
    Jin Z.
    Li X.
    Zhu Y.
    Qiang S.
    1600, Science Press (39): : 109 - 116
  • [45] Coupling vibration analysis of vehicle-bridge system by iterative solution method
    Li, Xiaozhen
    Ma, Wenbin
    Qiang, Shizhong
    Zhendong yu Chongji/Journal of Vibration and Shock, 2002, 21 (03):
  • [46] Coupled vibration of vertical random vehicle-bridge system considering parameter uncertainty based on PC-ARMAX model
    Han X.
    Xiang H.-Y.
    Li Y.-L.
    Gongcheng Lixue/Engineering Mechanics, 2021, 38 (11): : 180 - 188
  • [47] Dynamic analysis of coupled vehicle-bridge system with uniformly variable speed
    Wei-Zhen L.
    Chang-Ping C.
    Yi-Qi M.
    Chang-Zhao Q.
    Nonlinear Engineering, 2016, 5 (03) : 129 - 134
  • [48] Dynamic analysis of a coupled vehicle-bridge system using modal synthesis
    Cheng, Baorong
    Zhou, Yuxun
    Qinghua Daxue Xuebao/Journal of Tsinghua University, 2002, 42 (08): : 1083 - 1086
  • [49] Damage detection methods of bridge structures based on coupled vehicle-bridge vibration
    Li, Q.
    Shan, D. S.
    PROCEEDINGS OF THE 3RD INTERNATIONAL SYMPOSIUM ON ENVIRONMENT VIBRATIONS: PREDICTION, MONITORING, MITIGATION AND EVALUATION, ISEV 2007, 2007, : 579 - 584
  • [50] An Experimental Validated Control Strategy of Maglev Vehicle-Bridge Self-Excited Vibration
    Wang, Lianchun
    Li, Jinhui
    Zhou, Danfeng
    Li, Jie
    APPLIED SCIENCES-BASEL, 2017, 7 (01):