Roads and Transport Department, College of Engineering, University of Al-Qadisiyah, Iraq; School of Civil and Construction Engineering, Oregon State University, Corvallis, OR 97331-3212, United States.
Roads and Transport Department, College of Engineering, University of Al-Qadisiyah, Iraq; School of Civil and Construction Engineering, Oregon State University, Corvallis, OR 97331-3212, United States.
Accid Anal Prev. 2021 Jun;156:106151. doi: 10.1016/j.aap.2021.106151. Epub 2021 Apr 29.
Unsignalized intersections are highly susceptible to traffic crashes compared to signalized ones. By taking into account temporal stability and unobserved heterogeneity, this study investigates the determinants of the injury severity of drivers involved in crashes at unsignalized intersections controlled by give-way (yield) signs. Mixed logit models with three approaches were employed, namely random parameters, random parameters with heterogeneity in means, and random parameters with heterogeneity in means and variances. The investigation covered four years (2015-2018) of motor vehicle crashes in South Australia, and the injury severity was categorized into no injury, minor injury, and severe injury. Log-likelihood ratio tests revealed that there is a significant temporal instability in the four years of crashes. Thus, each year was considered separately to avoid any potential erroneous conclusions and unreliable countermeasures. The study found 28 indicator variables were temporally unstable over the four years of crashes, such as driver gender, time of the crash, rear-end involvement, sideswipes, right-angle crash type, vehicle movement at crash time, and crash time. Whereas several variables were stable over the same period, for example, crashes within metropolitan areas were temporally stable over four years, crashes in dry pavement condition were temporally stable over three consecutive years. Four factors have temporal stability over two consecutive years: alcohol involvement crashes, hitting fixed objects, hitting cyclists, and crashes during winter. Overall, mixed logit models with heterogeneity in means and with/without variance performed better than the standard one. It is recommended that temporal instability be considered in order to avoid any potential inconsistent countermeasures.
无信号交叉口与信号交叉口相比,更容易发生交通事故。本研究考虑到时间稳定性和未观测到的异质性,研究了让行标志控制的无信号交叉口发生事故时驾驶员受伤严重程度的决定因素。采用了三种方法的混合对数模型,即随机参数、均值异质性的随机参数和均值和方差异质性的随机参数。该研究涵盖了南澳大利亚州四年(2015-2018 年)的机动车事故,受伤严重程度分为无伤害、轻伤和重伤。对数似然比检验表明,四年的事故存在显著的时间不稳定性。因此,每年都分别考虑,以避免任何潜在的错误结论和不可靠的对策。研究发现,28 个指示变量在四年的事故中存在时间不稳定,例如驾驶员性别、事故时间、追尾事故、侧面碰撞、直角碰撞类型、事故发生时车辆的运动以及事故时间。而有几个变量在同一时期是稳定的,例如,大都市地区内的事故在四年内是稳定的,干燥路面条件下的事故在连续三年是稳定的。有四个因素在连续两年内具有时间稳定性:涉及酒精的事故、撞击固定物体、撞击骑自行车的人和冬季发生的事故。总体而言,具有均值异质性和/或方差异质性的混合对数模型比标准模型表现更好。建议考虑时间不稳定性,以避免任何潜在的不一致对策。