Simultaneous Identification of Vehicular Parameters and Structural Damages in Bridge

被引:0
|
作者
ZHANG Xiaozhong [1 ]
SUN Guomin [1 ]
SUN Yanhua [1 ]
ZHAO Zhifeng [1 ]
机构
[1] School of Civil and Architectural Engineering, Guizhou University of Engineering Science
基金
中国国家自然科学基金;
关键词
vehicle-bridge coupling model; vehicular parameters; structural damage in bridges; identification method; simultaneously; recognition accuracy; better robustness;
D O I
暂无
中图分类号
U446 [桥梁试验观测与检定];
学科分类号
摘要
In this paper, we present a method for simultaneously identifying the vehicular parameters and the structural damage of bridges. By using the dynamic response data of bridge in coupled vibration state and the algorithm for the inverse problem, the vehicle-bridge coupling model is built through combining the motion equations of both vehicle and the bridge based on their interaction force relationship at contact point. Load shape function method and Newmark iterative method are used to solve the vibration response of the coupled system. Penalty function method and regularization method are interchangeable in the process until the error is less than the allowable value. The proposed method is applied on a single-span girders bridge, and the recognition results verify the feasibility, high accuracy and robustness of the method.
引用
收藏
页码:84 / 92
页数:9
相关论文
共 50 条
  • [1] Identification of both structural damages in bridge deck and vehicular parameters using measured dynamic responses
    Lu, Z. R.
    Liu, J. K.
    COMPUTERS & STRUCTURES, 2011, 89 (13-14) : 1397 - 1405
  • [2] Simultaneous identification of bridge structural parameters and vehicle loads
    Feng, Dongming
    Sun, Hao
    Feng, Maria Q.
    COMPUTERS & STRUCTURES, 2015, 157 : 76 - 88
  • [3] Fast simultaneous identification of structural damages and loads
    Zhang, Q.-X., 1600, Chinese Vibration Engineering Society (32):
  • [4] The study on simultaneous identification of structural damages and loads
    Zhang, Qing-Xia
    Duan, Zhong-Dong
    Jankowski, Lukasz
    Gongcheng Lixue/Engineering Mechanics, 2012, 29 (12): : 316 - 321
  • [5] Identification of a bridge's structural damage and vehicular parameters based on dynamic response sensitivity analysis
    Zhang C.-L.
    Lü Z.-R.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2016, 35 (09): : 168 - 171and212
  • [6] Simultaneous identification of excitation time histories and parametrized structural damages
    Zhang, Q.
    Jankowski, L.
    Duan, Z.
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2012, 33 : 56 - 68
  • [7] Simultaneous Identification of Moving Vehicles and Bridge Damages Considering Road Rough Surface
    Zhang, Qingxia
    Jankowski, Lukasz
    Duan, Zhongdong
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2013, 2013
  • [8] Application of a Neural Networks Model in the Identification of the Structural Damage in a Vehicular Bridge
    Gonzalez Perez, Carlos Alberto
    Valdes Gonzalez, Jesus
    CIENCIA ERGO-SUM, 2008, 15 (02) : 176 - 188
  • [9] Identification of Structural Damage in a Vehicular Bridge using Artificial Neural Networks
    Gonzalez-Perez, C.
    Valdes-Gonzalez, J.
    STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2011, 10 (01): : 33 - 48
  • [10] Simultaneous identification of bridge damage and vehicle parameters based on bridge strain responses
    Zhang, Lu
    Feng, Dongming
    Wu, Gang
    STRUCTURAL CONTROL & HEALTH MONITORING, 2022, 29 (06):