A Markov switching regression analysis of freeway crash risks considering spatial effect

Author:

Xu Chengcheng1,Li Zhibin2,Yang Zhao3

Affiliation:

1. Associate Professor, Jiangsu Key Laboratory of Urban ITS, Southeast University, Nanjing, China; Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, Southeast University, Nanjing, China

2. Professor, Jiangsu Key Laboratory of Urban ITS, Southeast University, Nanjing, China; Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, Southeast University, Nanjing, China (corresponding author: )

3. Assistant Professor, College of Civil Aviation, Nanjing University of Aeronautics and Astronautics, Nanjing, China

Abstract

A Markov switching logit model with spatial dependencies for real-time crash risk assessment is proposed, with the purpose of identifying hazardous traffic-flow conditions with high crash potential. The Markov switching process assumes that freeway segments can switch between two unobserved safety states over time, and that parameter estimates may vary between these two states. The spatial simultaneous autoregressive process was used to account for possible dependencies in crash likelihood between neighbouring freeway segments. The proposed model was used to link crash likelihood with real-time traffic, weather and roadway geometry data. The Bayesian inference method based on Markov chain Monte Carlo simulations was used for model estimation. Bayes factor analysis suggested that the proposed model produces a better fit than other alternatives that ignore temporal or/and spatial effects. The estimation results revealed that two states with regard to crash likelihood exist and that freeway segments can switch between these states over time. The spatial autocorrelation coefficient indicated that crash likelihood on a freeway segment is interlinked with those on neighbouring segments over space. The key traffic variables contributing to crash likelihood are detector occupancy, occupancy difference between adjacent lanes, speed variance and occupancy difference between upstream and downstream detector stations. Moreover, three geometric variables and weather conditions are significantly related to crash likelihood in the model. The receiver operating characteristic curve showed that the predictive performance of the proposed model is satisfactory.

Publisher

Thomas Telford Ltd.

Subject

Transportation,Civil and Structural Engineering

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Estimation of Crash Modification Factors (CMFs) in Mountain Freeways: Considering Temporal Instability in Crash Data;Sustainability;2024-06-14

2. Asymptotic behavior analysis of Markovian switching neutral-type stochastic time-delay systems;Applied Mathematics and Computation;2021-09

3. Editorial;Proceedings of the Institution of Civil Engineers - Transport;2020-06

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3