Application of couple sparse coding in smart damage detection of truss bridges

被引:1
|
作者
Fallahian, Milad [1 ]
Ahmadi, Ehsan [2 ]
Talaei, Saeid [1 ]
Khoshnoudian, Faramarz [1 ]
Kashani, Mohammad M. [3 ]
机构
[1] Amirkabir Univ Technol, Fac Civil Engn, Tehran, Iran
[2] Birmingham City Univ, Fac Engn & Built Environm, Birmingham, W Midlands, England
[3] Univ Southampton, Fac Engn & Phys Sci, Southampton, Hants, England
关键词
couple sparse coding (CSC); principal component analysis (PCA); smart damage detection; FREQUENCY-RESPONSE FUNCTIONS; NEURAL-NETWORK; IDENTIFICATION;
D O I
10.1680/jbren.22.00017
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Damage detection in bridge structures plays a crucial role in the 'in-time' maintenance of such structures, which subsequently prevents further propagation of the damage, and likely collapse of the structure. Currently, the applications of machine learning algorithms are growing in the smart damage detection of structures. This work focuses on application of a new machine learning algorithm to identify the location and severity of damage in truss bridges. Frequency response functions are used as damage features, and are compressed using principal component analysis. Couple sparse coding is adopted as a classification method to learn the relationship between the bridge damage features and its damage states. Two truss bridges are used to test the proposed method and determine its accuracy in the detection of damage to truss bridges. It is found that the proposed method provides a reliable detection of damage location and severity in truss bridges.
引用
收藏
页数:9
相关论文
共 50 条
  • [31] Damage Detection in Truss Bridges under Moving Load Using Time History Response and Members Influence Line Curves
    Kordi, A.
    Mahmoudi, M.
    CIVIL ENGINEERING INFRASTRUCTURES JOURNAL-CEIJ, 2022, 55 (01): : 183 - 194
  • [32] Drive-by damage detection methodology for high-speed railway bridges using sparse autoencoders
    de Souza, Edson Florentino
    Braganca, Cassio
    Ribeiro, Diogo
    Bittencourt, Tulio Nogueira
    Carvalho, Hermes
    RAILWAY ENGINEERING SCIENCE, 2024,
  • [33] Damage detection in railway bridges using Machine Learning: application to a historic structure
    Chalouhi, Elisa Khouri
    Gonzalez, Ignacio
    Gentile, Carmelo
    Karoumi, Raid
    X INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS (EURODYN 2017), 2017, 199 : 1931 - 1936
  • [34] Damage Diagnosis of Steel Truss Bridges under Varying Environmental And Loading Conditions
    Kumar, Kundan
    Biswas, Prabir Kumar
    Dhang, Nirjhar
    INTERNATIONAL JOURNAL OF ACOUSTICS AND VIBRATION, 2019, 24 (01): : 56 - 67
  • [35] Fatigue Damage Evaluation of Railway Truss Bridges from Field Strain Measurement
    Pinkaew, Tospol
    Senjuntichai, Teerapong
    ADVANCES IN STRUCTURAL ENGINEERING, 2009, 12 (01) : 53 - 69
  • [36] Novel structure damage baseline based on symmetry for damage detection of truss
    Pei Qiang
    Guo Xun
    ENGINEERING STRUCTURAL INTEGRITY: RESEARCH, DEVELOPMENT AND APPLICATION, VOLS 1 AND 2, 2007, : 377 - +
  • [37] A New Flexibility Based Damage Index for Damage Detection of Truss Structures
    Montazer, M.
    Seyedpoor, S. M.
    SHOCK AND VIBRATION, 2014, 2014
  • [38] Hierarchical sparse Bayesian learning for structural damage detection: Theory, computation and application
    Huang, Yong
    Beck, James L.
    Li, Hui
    STRUCTURAL SAFETY, 2017, 64 : 37 - 53
  • [39] Damage Detection on a Truss Structure using Transmissibility Functions
    Siebel, Thomas
    Mayer, Dirk
    PROCEEDINGS OF THE 8TH INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS, EURODYN 2011, 2011, : 2491 - 2498
  • [40] A swift technique for damage detection of determinate truss structures
    Naderi, Arash
    Sohrabi, Mohammad Reza
    Ghasemi, Mohammad Reza
    Dizangian, Babak
    ENGINEERING WITH COMPUTERS, 2021, 37 (03) : 2183 - 2191