Integrating response prior information and weighted dictionary for moving force identification

被引:0
作者
Yu, Ling [1 ]
Lei, Yuan-Dong [1 ]
Hou, Zhi-Long [1 ]
机构
[1] MOE Key Laboratory of Disaster Forecast and Control in Engineering, School of Mechanics and Construction Engineering, Jinan University, Guangzhou
来源
Zhendong Gongcheng Xuebao/Journal of Vibration Engineering | 2024年 / 37卷 / 10期
关键词
bridge health monitoring; moving force identification; prior information of response; sparse regularization; weighted dictionary;
D O I
10.16385/j.cnki.issn.1004-4523.2024.10.003
中图分类号
学科分类号
摘要
Sparse regularization has been proven to be effective in addressing the ill-posed problem in moving force identification (MFI). However,existing methods often neglect frequency characteristic disparities between static and dynamic components in moving loads,thereby limiting the identification accuracy. Therefore,an MFI method integrating response prior information and weighted dictionary is proposed. A linear relationship between vehicle-induced bridge responses and moving vehicle loads is established in bridge-vehicle system. Once frequency domain analysis is separately performed on bending moment and acceleration responses,the obtained frequency prior information is then employed to construct weighted dictionaries that correspond to both static and dynamic load components. Subsequently,the static and dynamic components of moving loads are individually solved by alternating direction method of multipliers(ADMM). The effectiveness of proposed method is demonstrated through numerical simulations on a real bridge,and a series of MFI experiments are conducted in laboratory. Results show that the weighted dictionaries considering response prior information significantly improves the accuracy of force identification and enhance its robustness to noise. © 2024 Nanjing University of Aeronautics an Astronautics. All rights reserved.
引用
收藏
页码:1660 / 1668
页数:8
相关论文
共 22 条
  • [1] Moses F., Weigh-in-motion system using instrumented bridges[J], Transportation Engineering Journal of ASCE, 105, 3, pp. 233-249, (1979)
  • [2] Feng D M,, Sun H,, Feng M Q., Simultaneous identification of bridge structural parameters and vehicle loads [J], Computers & Structures, 157, pp. 76-88, (2015)
  • [3] Hu Z Y, Xiang Z H., Noise-enhanced effect in moving dynamic force identification[J], Journal of Sound and Vibration, 557, (2023)
  • [4] Rao Yongping, Zhang Fubo, Lei Ying, Identification of statistical moments of moving loads on bridge structures with spatial random fields[J], Journal of Vibration Engineering, 36, 1, pp. 62-69, (2023)
  • [5] Law S S, Zeng Q H., Moving force identification:a time domain method[J], Journal of Sound and Vibration, 201, 1, pp. 1-22, (1997)
  • [6] Liao M H, Et al., The moving load identification method on asphalt roads based on the BP neural network and FBG sensor monitoring[J], Construction & Building Materials, 378, (2023)
  • [7] Hou Z L, Liang Y,, Et al., Integrating L1 and weighted L2 regularization for moving force identification from combined response measurements[J], Measurement, 228, (2024)
  • [8] Mao Jianxiao, Pang Zhenhao, Wang Hao, Et al., Research on Bayesian method for identifying the vehicle loads on the bridge[J], Journal of Vibration Engineering, 36, 2, pp. 467-476, (2023)
  • [9] Li M Q, Wang L J,, Luo C S,, Et al., A new improved fractional Tikhonov regularization method for moving force identification[J], Structures, 60, (2024)
  • [10] Chen Zhen, Yu Ling, Identification of dynamic axle loads on a bridge based on truncated generalized singular value decomposition[J], Journal of Vibration Engineering, 33, 10, pp. 97-100, (2014)