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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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