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探索城市快速路分流区域的安全影响:考虑极端冲突类型的碰撞风险估计

Exploring safety effects on urban expressway diverging areas: crash risk estimation considering extreme conflict types.

作者信息

Wen Jiaqiang, Lyu Nengchao, Zheng Lai

机构信息

Intelligent Transportation Systems Research Center, Wuhan University of Technology, Wuhan, China.

School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China.

出版信息

Int J Inj Contr Saf Promot. 2025 Mar;32(1):25-39. doi: 10.1080/17457300.2024.2440940. Epub 2024 Dec 15.

DOI:10.1080/17457300.2024.2440940
PMID:39676247
Abstract

Previous research solely employed a single type of conflict extremes for crash estimation, without considering the joint impact of multiple types of conflict extremes on crash risk. Therefore, two analysis frameworks based on conflict extremes were proposed: separate modeling and cooperative modeling. Based on the trajectories from five diverging areas, longitudinal and lateral conflicts were extracted. Then, a Bayesian hierarchical model for joint multi-location conflict extremes was constructed. Next, the threshold for conflict extremes was determined using automatic mean residual life plots, and a link function was established between the logarithmic scale parameter and dynamic and static variables. Finally, model parameters were estimated using the Markov Chain Monte Carlo simulation method, and a comparative analysis of crash probabilities and overall risks for diverging areas in the two frameworks was conducted by the fitted distributions. The results show that density differences, speed differences, and the ratio of large vehicles are important covariates explaining the non-stationarity of conflict extremes. In terms of crash probability, significant covariates exhibit stronger explanatory power for longitudinal conflicts compared to lateral conflicts. At the overall risk level, the accuracy of the separate modeling is higher compared to the cooperative modeling.

摘要

以往的研究仅采用单一类型的冲突极值进行碰撞估计,未考虑多种类型的冲突极值对碰撞风险的联合影响。因此,提出了两种基于冲突极值的分析框架:独立建模和协同建模。基于五个分流区域的轨迹,提取了纵向和横向冲突。然后,构建了联合多位置冲突极值的贝叶斯层次模型。接下来,使用自动平均剩余寿命图确定冲突极值的阈值,并在对数尺度参数与动态和静态变量之间建立链接函数。最后,使用马尔可夫链蒙特卡罗模拟方法估计模型参数,并通过拟合分布对两个框架中分流区域的碰撞概率和总体风险进行比较分析。结果表明,密度差异、速度差异和大型车辆比例是解释冲突极值非平稳性的重要协变量。在碰撞概率方面,与横向冲突相比,显著协变量对纵向冲突的解释力更强。在总体风险水平上,独立建模的准确性高于协同建模。

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