Structural damage identification by sparse deep belief network using uncertain and limited data

被引:39
作者
Ding, Zhenghao [1 ]
Li, Jun [1 ,2 ]
Hao, Hong [1 ]
机构
[1] Curtin Univ, Sch Civil & Mech Engn, Ctr Infrastruct Monitoring & Protect, Kent St, Bentley, WA 6102, Australia
[2] Guangzhou Univ, Sch Civil Engn, Guangzhou, Peoples R China
基金
澳大利亚研究理事会;
关键词
deep belief network; modal data; restricted Boltzmann machine; sparse; structural damage identification; undetermined; NEURAL-NETWORKS; OPTIMIZATION APPROACH; ALGORITHM; PERFORMANCE;
D O I
10.1002/stc.2522
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The accuracy of structural damage identification is affected by the uncertainties in the vibration measurements and the finite element modeling. This paper proposes a novel approach based on sparse deep belief network (DBN) for structural damage identification with uncertain and limited data. Vibration characteristics, that is, natural frequencies and mode shapes, are extracted as the input to the network, while the output are the damage locations and severities of the structure. DBN is chosen to train the generated data sets and identify structural damages. Restricted Boltzmann Machines (RBMs) are used as building blocks to composite a DBN. To further enhance the capacity of the RBMs, an arctan-based sparse constraint is utilized to enable the hidden units to become sparse. This is achieved by adding an arctan norm constraint on the whole of the hidden units' activation probabilities. Numerical and experimental studies are conducted to verify the accuracy and performance of the proposed method. Undetermined damage identification is conducted, in which the quantity of input modal data is less than that of the system parameters to be identified. The identification results show that the proposed sparse DBN based on arctan can identify the damage effectively, and its accuracy is better than those obtained by other methods, even when the modeling uncertainty and the measurement noise exist and only limited data is available.
引用
收藏
页数:20
相关论文
共 49 条
  • [1] [Anonymous], 2017, THESIS
  • [2] [Anonymous], STRUCT HLTH MONIT
  • [3] [Anonymous], 2014, IEEE INT GEOSC REM S
  • [4] A gradient-based optimization approach for the detection of partially connected surfaces using vibration tests
    Aquino, Wilkins
    Bunting, Gregory
    Miller, Scott T.
    Walsh, Timothy F.
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2019, 345 : 323 - 335
  • [5] Wavelet-based technique for structural damage detection
    Beskhyroun, Sherif
    Oshima, Toshiyuki
    Mikami, Shuichi
    [J]. STRUCTURAL CONTROL & HEALTH MONITORING, 2010, 17 (05) : 473 - 494
  • [6] A trajectory method for vibration based damage identification of underdetermined problems
    Chatzieleftheriou, Stavros
    Lagaros, Nikos D.
    [J]. STRUCTURAL CONTROL & HEALTH MONITORING, 2017, 24 (03)
  • [7] Structural damage detection using artificial bee colony algorithm with hybrid search strategy
    Ding, Z. H.
    Huang, M.
    Lu, Z. R.
    [J]. SWARM AND EVOLUTIONARY COMPUTATION, 2016, 28 : 1 - 13
  • [8] Structural damage identification using improved Jaya algorithm based on sparse regularization and Bayesian inference
    Ding, Zhenghao
    Li, Jun
    Hao, Hong
    [J]. MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2019, 132 : 211 - 231
  • [9] Structural damage identification with uncertain modelling error and measurement noise by clustering based tree seeds algorithm
    Ding, Zhenghao
    Li, Jun
    Hao, Hong
    Lu, Zhong-Rong
    [J]. ENGINEERING STRUCTURES, 2019, 185 : 301 - 314
  • [10] An efficient multi-stage optimization approach for damage detection in plate structures
    Dinh-Cong, D.
    Vo-Duy, T.
    Ho-Huu, V.
    Dang-Trung, H.
    Nguyen-Thoi, T.
    [J]. ADVANCES IN ENGINEERING SOFTWARE, 2017, 112 : 76 - 87