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基于极值理论的基于交通冲突的前后安全评估的全贝叶斯方法。

A full Bayes approach for traffic conflict-based before-after safety evaluation using extreme value theory.

机构信息

School of Transportation Science and Engineering, Harbin Institute of Technology, China; Department of Civil Engineering, The University of British Columbia, Canada.

Department of Civil Engineering, The University of British Columbia, Canada.

出版信息

Accid Anal Prev. 2019 Oct;131:308-315. doi: 10.1016/j.aap.2019.07.014. Epub 2019 Jul 25.

Abstract

A full Bayes approach is proposed for traffic conflict-based before-after safety evaluations using extreme value theory. The approach combines traffic conflicts of different sites and periods and develops a uniform generalized extreme value (GEV) model for the treatment effect estimation. Moreover, a hierarchical Bayesian structure is used to link possible covariates to GEV parameters and to account for unobserved heterogeneity among different sites. The proposed approach was applied to evaluate the safety benefits of a left-turn bay extension project in the City of Surrey, Canada, in which traffic conflicts were collected from 3 treatment sites and 3 matched control sites before and after the treatment. A series of models were developed considering different combinations of covariates and their link to different GEV model parameters. Based on the best fitted model, the treatment effects were analyzed quantitatively using the odds ratio (OR) method as well as qualitatively by comparing the shapes of GEV distributions. The results show that there are significant reduction in the expected number of crashes (i.e., OR = 0.409). In addition, there are apparent changes in the shape of GEV distributions for the treatment sites, where GEV distributions shift further away from the risk of crash area after the treatment. Both of these results indicate significant safety improvements after the left-turn bay extension.

摘要

提出了一种基于极值理论的基于交通冲突的前后安全评估的全贝叶斯方法。该方法结合了不同地点和时间段的交通冲突,并为处理效果估计开发了一个统一的广义极值(GEV)模型。此外,还使用分层贝叶斯结构将可能的协变量与 GEV 参数联系起来,并考虑到不同地点之间未观察到的异质性。该方法应用于评估加拿大萨里市左转湾延伸项目的安全效益,在该项目中,从 3 个治疗点和 3 个匹配的对照点收集了交通冲突,在治疗前后进行了测量。考虑了不同协变量的组合及其与不同 GEV 模型参数的联系,开发了一系列模型。基于最佳拟合模型,使用优势比(OR)方法对处理效果进行了定量分析,并通过比较 GEV 分布的形状进行了定性分析。结果表明,预期事故数量(即 OR=0.409)显著减少。此外,治疗点的 GEV 分布形状也发生了明显变化,治疗后 GEV 分布进一步远离事故风险区。这两个结果都表明左转湾延伸后安全性有显著提高。

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