A negative binomial Lindley approach considering spatiotemporal effects for modeling traffic crash frequency with excess zeros

被引:9
|
作者
Wang, Wencheng [1 ,2 ]
Yang, Yang [1 ]
Yang, Xiaobao [3 ]
Gayah, Vikash V. [4 ]
Wang, Yunpeng [5 ,6 ]
Tang, Jinjun [7 ]
Yuan, Zhenzhou [1 ]
机构
[1] Beijing Jiaotong Univ, Sch Traff & Transportat, Beijing 100044, Peoples R China
[2] Beijing Municipal Inst City Planning & Design, Beijing 100045, Peoples R China
[3] Beijing Jiaotong Univ, Sch Syst Sci, Beijing 100044, Peoples R China
[4] Penn State Univ, Dept Civil & Environm Engn, University Pk, PA 16802 USA
[5] Beihang Univ, Sch Transportat Sci & Engn, Beijing 100191, Peoples R China
[6] Beihang Univ, Key Lab Intelligent Transportat Technol & Syst, Minist Educ, Beijing 100191, Peoples R China
[7] Cent South Univ, Sch Traff & Transportat Engn, Smart Transport Key Lab Hunan Prov, Changsha 410075, Peoples R China
来源
关键词
Traffic crash frequency; Spatiotemporal effects; Unobserved heterogeneity; Lindley distribution; Excessive zeros; Two-lane two-way rural roads; SAFETY PERFORMANCE FUNCTIONS; RURAL MOUNTAINOUS HIGHWAYS; GENERALIZED LINEAR-MODEL; MOTOR-VEHICLE CRASHES; COUNT DATA MODELS; BAYESIAN MODEL; SIGNALIZED INTERSECTIONS; ACCIDENT FREQUENCIES; SPATIAL DEPENDENCE; HORIZONTAL CURVES;
D O I
10.1016/j.aap.2024.107741
中图分类号
TB18 [人体工程学];
学科分类号
1201 ;
摘要
Statistical analysis of traffic crash frequency is significant for figuring out the distribution pattern of crashes, predicting the development trend of crashes, formulating traffic crash prevention measures, and improving traffic safety planning systems. In recent years, the theory and practice for traffic safety management have shown that road crash data have characteristics such as spatial correlation, temporal correlation, and excess zeros. If these characteristics are ignored in the modeling process, it may seriously affect the fitting performance and prediction accuracy of traffic crash frequency models and even lead to incorrect conclusions. In this research, traffic crash data from rural two-way two-lane from four counties in Pennsylvania, USA was modeled considering the spatiotemporal effects of crashes. First, a negative binomial Lindley spatiotemporal effect model of crash frequency was constructed at the micro level; Simultaneously, the characteristics and problems of excess zeros and potential heterogeneity of the crash data were resolved; Finally, the effects of road characteristics on crash frequency were analyzed. The results indicate a significant spatial correlation between the crash frequency of adjacent road sections. Compared with the negative binomial model, the negative binomial Lindley model can better handle the excess zeros characteristics in traffic crash data. The model that considers both spatial correlation and temporal conditional autoregressive effects has the best fit for the observed data. In addition, for road sections that allow passing and have a speed limitation of not less than 50 miles per hour, the crash frequency corresponding to these sections is lower due to their good visibility and road conditions. The increase in average turning angle and intersection density on the horizontal curve of the road section corresponds to an increase in crash frequency.
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收藏
页数:16
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