Moving Force Identification Based on Group Lasso and Compressed Sensing

被引:7
作者
Zhang, Luqi [1 ]
Liang, Yi [1 ]
Yu, Ling [1 ]
机构
[1] Jinan Univ, Sch Mech & Construct Engn, MOE Key Lab Disaster Forecast & Control Engn, Guangzhou, Peoples R China
基金
中国国家自然科学基金;
关键词
Moving force identification; group lasso; compressed sensing; block sparse model; vehicle-bridge interaction; GROUP-SPARSITY; REGULARIZATION; BRIDGE; LOADS; RECOVERY; BENEFIT; SIGNALS;
D O I
10.1142/S021945542250170X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Moving force identification (MFI) is one of the challenging tasks in bridge structural health monitoring (SHM). Especially when the vehicles get on and off the bridge, or cross bridge expansion joints and speed humps, the impact of vehicle loads on bridge structures is commonly focused and the accuracy of MFI results still needs further enhancements. To address this issue, a new MFI framework is proposed by using both group sparsity theory and compressed sensing (CS) in this study. Specifically, with the help of the relationship between moving vehicle loads and bridge responses induced by the traffic, a redundant dictionary based on CS is used to establish the motion equation of the vehicle-bridge system in conjunction with classical theory of MFI. A group structure on the sparse coefficient vector of each moving force tends to be divided into different groups (no overlapping), where sparse coefficient vectors and measurement matrices are divided in different groupings and eventually reconstructed for unknown vectors of moving forces. Additionally, the effect of different ratios of number of groups to sparsity (g/k) on the MFI results is considered. Finally, numerical simulations and experimental verifications are carried out to assess the performance and capability of the proposed framework. The illustrated results show that the group lasso could precisely reconstruct the moving forces more accurately after proper grouping. The proposed new MFI framework outperforms the traditional L-2 regularization or CS methods with a higher identification accuracy and a good robustness to measurement noises, which can be effectively used for the MFI problem in practice.
引用
收藏
页数:28
相关论文
共 50 条
  • [31] Moving Force Identification based on Wavelet Finite Element Method
    You, Q.
    Law, S. S.
    Shi, Z. Y.
    FOURTH INTERNATIONAL CONFERENCE ON EXPERIMENTAL MECHANICS, 2010, 7522
  • [32] Double l1 regularization for moving force identification using response spectrum-based weighted dictionary
    Lei, Yuandong
    Xu, Bohao
    Yu, Ling
    STRUCTURAL ENGINEERING AND MECHANICS, 2024, 91 (02) : 227 - 238
  • [33] Multichannel and Wide-Angle SAR Imaging Based on Compressed Sensing
    Sun, Chao
    Wang, Baoping
    Fang, Yang
    Song, Zuxun
    Wang, Shuzhen
    SENSORS, 2017, 17 (02)
  • [34] Moving force identification from bridge dynamic responses
    Yu, L
    Chan, THT
    STRUCTURAL ENGINEERING AND MECHANICS, 2005, 21 (03) : 369 - 374
  • [35] Comparative studies of computation tools for moving force identification
    You, Qiong
    Shi, Zhiyu
    Law, S. S.
    JOURNAL OF VIBROENGINEERING, 2011, 13 (03) : 487 - 504
  • [36] Error bounds for compressed sensing algorithms with group sparsity: A unified approach
    Ahsen, M. Eren
    Vidyasagar, M.
    APPLIED AND COMPUTATIONAL HARMONIC ANALYSIS, 2017, 43 (02) : 212 - 232
  • [37] Sparse group variable selection based on quantile hierarchical Lasso
    Zhao, Weihua
    Zhang, Riquan
    Liu, Jicai
    JOURNAL OF APPLIED STATISTICS, 2014, 41 (08) : 1658 - 1677
  • [38] Nonlinear System Identification Using Compressed Sensing
    Naik, Manjish
    Cochran, Douglas
    2012 CONFERENCE RECORD OF THE FORTY SIXTH ASILOMAR CONFERENCE ON SIGNALS, SYSTEMS AND COMPUTERS (ASILOMAR), 2012, : 426 - 430
  • [39] Multi-User Detection for Sporadic IDMA Transmission Based on Compressed Sensing
    Li, Bo
    Du, Rui
    Kang, Wenjing
    Liu, Gongliang
    ENTROPY, 2017, 19 (07):
  • [40] Field study on moving force identification
    Chan, THT
    Yung, TH
    Law, SS
    HEALTH MONITORING AND MANAGEMENT OF CIVIL INFRASTRUCTURE SYSTEMS, 2001, 4337 : 304 - 313