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    Multiclass Damage Identification in a Full-Scale Bridge Using Optimally Tuned One-Dimensional Convolutional Neural Network

    Source: Journal of Computing in Civil Engineering:;2021:;Volume ( 036 ):;issue: 002::page 04021035
    Author:
    Sandeep Sony
    ,
    Sunanda Gamage
    ,
    Ayan Sadhu
    ,
    Jagath Samarabandu
    DOI: 10.1061/(ASCE)CP.1943-5487.0001003
    Publisher: ASCE
    Abstract: In this paper, a novel method is proposed based on a windowed one-dimensional convolutional neural network (1D CNN) for multiclass damage identification using vibration responses of a full-scale bridge. The measured data are first augmented by extracting samples of windows of raw acceleration time series to alleviate the problem of a limited training data set. 1D CNN is developed to classify the windowed time series into multiple damage classes. The damage is quantified using the predicted class probabilities, and the damage is localized if the predicted class is equal to the assigned damage class, exceeding a threshold associated with majority voting. The proposed network is optimally tuned with respect to various hyperparameters such as window size and random initialization of weights to achieve the best classification performance using a global 1D CNN model. The proposed method is validated using a benchmark bridge data for multiclass classification for two different damage scenarios, namely, pier settlement and rupture of tendons, under the various extents of damage. The damage identification is carried out on various bridge components to collectively identify the structural component with a damaged signature. The results show that the proposed windowed 1D CNN method achieves an accuracy of 97%, and performs well with different types of damage.
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      Multiclass Damage Identification in a Full-Scale Bridge Using Optimally Tuned One-Dimensional Convolutional Neural Network

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4283112
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    • Journal of Computing in Civil Engineering

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    contributor authorSandeep Sony
    contributor authorSunanda Gamage
    contributor authorAyan Sadhu
    contributor authorJagath Samarabandu
    date accessioned2022-05-07T20:57:09Z
    date available2022-05-07T20:57:09Z
    date issued2021-11-30
    identifier other(ASCE)CP.1943-5487.0001003.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283112
    description abstractIn this paper, a novel method is proposed based on a windowed one-dimensional convolutional neural network (1D CNN) for multiclass damage identification using vibration responses of a full-scale bridge. The measured data are first augmented by extracting samples of windows of raw acceleration time series to alleviate the problem of a limited training data set. 1D CNN is developed to classify the windowed time series into multiple damage classes. The damage is quantified using the predicted class probabilities, and the damage is localized if the predicted class is equal to the assigned damage class, exceeding a threshold associated with majority voting. The proposed network is optimally tuned with respect to various hyperparameters such as window size and random initialization of weights to achieve the best classification performance using a global 1D CNN model. The proposed method is validated using a benchmark bridge data for multiclass classification for two different damage scenarios, namely, pier settlement and rupture of tendons, under the various extents of damage. The damage identification is carried out on various bridge components to collectively identify the structural component with a damaged signature. The results show that the proposed windowed 1D CNN method achieves an accuracy of 97%, and performs well with different types of damage.
    publisherASCE
    titleMulticlass Damage Identification in a Full-Scale Bridge Using Optimally Tuned One-Dimensional Convolutional Neural Network
    typeJournal Paper
    journal volume36
    journal issue2
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0001003
    journal fristpage04021035
    journal lastpage04021035-14
    page14
    treeJournal of Computing in Civil Engineering:;2021:;Volume ( 036 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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