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    Feature Selection and Deep Learning for Deterioration Prediction of the Bridges

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 006::page 04021078-1
    Author:
    Jinsong Zhu
    ,
    Yanlei Wang
    DOI: 10.1061/(ASCE)CF.1943-5509.0001653
    Publisher: ASCE
    Abstract: Bridge deterioration is inevitable in service, and the inspection and maintenance of bridges are needed to ensure structural integrity. To make cost-effective inspection plans, bridge management departments need degradation models to predict future condition ratings of bridges. Although there have been studies on bridge degradation, the input features of models are selected mostly based on engineering experience, and no effective method has been proposed. Meanwhile, most models based on machine learning (ML) and deep learning (DL) only predict the degradation of bridges in a single year and cannot cover a complete inspection cycle (usually 2 years), providing limited decision support for the transportation departments. Besides, more accurate models are needed to predict the degradation trend of bridges. In response to these problems, an improved ReliefF algorithm is proposed to select features of bridges in the paper. Meanwhile, a new degradation model combining recurrent neural network (RNN) and convolutional neural network (CNN) is established. Historical data of bridges in the US state of Texas from 1992 to 2019 are employed to verify the proposed methods. The result shows that the improved ReliefF algorithm selects the appropriate feature set as the input of the prediction model, and the model accurately predicts the future condition ratings of bridges in the next 3–4 years. The research is beneficial to infrastructure management departments in allocating bridge inspection and maintenance resources reasonably.
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      Feature Selection and Deep Learning for Deterioration Prediction of the Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4271939
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    contributor authorJinsong Zhu
    contributor authorYanlei Wang
    date accessioned2022-02-01T21:44:24Z
    date available2022-02-01T21:44:24Z
    date issued12/1/2021
    identifier other%28ASCE%29CF.1943-5509.0001653.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271939
    description abstractBridge deterioration is inevitable in service, and the inspection and maintenance of bridges are needed to ensure structural integrity. To make cost-effective inspection plans, bridge management departments need degradation models to predict future condition ratings of bridges. Although there have been studies on bridge degradation, the input features of models are selected mostly based on engineering experience, and no effective method has been proposed. Meanwhile, most models based on machine learning (ML) and deep learning (DL) only predict the degradation of bridges in a single year and cannot cover a complete inspection cycle (usually 2 years), providing limited decision support for the transportation departments. Besides, more accurate models are needed to predict the degradation trend of bridges. In response to these problems, an improved ReliefF algorithm is proposed to select features of bridges in the paper. Meanwhile, a new degradation model combining recurrent neural network (RNN) and convolutional neural network (CNN) is established. Historical data of bridges in the US state of Texas from 1992 to 2019 are employed to verify the proposed methods. The result shows that the improved ReliefF algorithm selects the appropriate feature set as the input of the prediction model, and the model accurately predicts the future condition ratings of bridges in the next 3–4 years. The research is beneficial to infrastructure management departments in allocating bridge inspection and maintenance resources reasonably.
    publisherASCE
    titleFeature Selection and Deep Learning for Deterioration Prediction of the Bridges
    typeJournal Paper
    journal volume35
    journal issue6
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001653
    journal fristpage04021078-1
    journal lastpage04021078-13
    page13
    treeJournal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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