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    Predicting Highway–Rail Grade Crossing Collision Risk by Neural Network Systems

    Source: Journal of Transportation Engineering, Part A: Systems:;2019:;Volume ( 145 ):;issue: 008
    Author:
    Zijian Zheng
    ,
    Pan Lu
    ,
    Danguang Pan
    DOI: 10.1061/JTEPBS.0000257
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, train-vehicle crash risk at highway–rail grade crossings (HRGCs) is analyzed with a neural network (NN) model to return meaningful rankings of crash-contributory-variable importance based on different criteria, but also to produce dependent nonlinear contributor-crash curves with all other contributors considered for a specific contributor variable. Historical crash data for North Dakota public HRGCs from 1996 to 2014 were used for the study. Several principal findings were observed: (1) 22 input variables describing traffic characteristics and crossing characteristics are related to crashes at public HRGCs; (2) a mean-square error–based NN model and a connection weights–based NN model represent two relative contributory-variable importance lists for different application purposes; (3) the effect of different variables on crash likelihood is different when all other contributors are set at different levels, and the relationship between contributors and crash likelihood is dynamic nonlinear; and (4) in predictive and explanatory power, the neural network model outperforms the decision tree approach for the considered case study.
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      Predicting Highway–Rail Grade Crossing Collision Risk by Neural Network Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4260307
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    contributor authorZijian Zheng
    contributor authorPan Lu
    contributor authorDanguang Pan
    date accessioned2019-09-18T10:41:22Z
    date available2019-09-18T10:41:22Z
    date issued2019
    identifier otherJTEPBS.0000257.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260307
    description abstractIn this paper, train-vehicle crash risk at highway–rail grade crossings (HRGCs) is analyzed with a neural network (NN) model to return meaningful rankings of crash-contributory-variable importance based on different criteria, but also to produce dependent nonlinear contributor-crash curves with all other contributors considered for a specific contributor variable. Historical crash data for North Dakota public HRGCs from 1996 to 2014 were used for the study. Several principal findings were observed: (1) 22 input variables describing traffic characteristics and crossing characteristics are related to crashes at public HRGCs; (2) a mean-square error–based NN model and a connection weights–based NN model represent two relative contributory-variable importance lists for different application purposes; (3) the effect of different variables on crash likelihood is different when all other contributors are set at different levels, and the relationship between contributors and crash likelihood is dynamic nonlinear; and (4) in predictive and explanatory power, the neural network model outperforms the decision tree approach for the considered case study.
    publisherAmerican Society of Civil Engineers
    titlePredicting Highway–Rail Grade Crossing Collision Risk by Neural Network Systems
    typeJournal Paper
    journal volume145
    journal issue8
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/JTEPBS.0000257
    page04019033
    treeJournal of Transportation Engineering, Part A: Systems:;2019:;Volume ( 145 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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