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城市道路事故预测模型

Accident prediction models for urban roads.

作者信息

Greibe Poul

机构信息

Danish Transport Research Institute, Knuth Winterfeldts Allé, DK-2800 Kgs, Lyngby, Denmark.

出版信息

Accid Anal Prev. 2003 Mar;35(2):273-85. doi: 10.1016/s0001-4575(02)00005-2.

Abstract

This paper describes some of the main findings from two separate studies on accident prediction models for urban junctions and urban road links described in [Uheldsmodel for bygader-Del1: Modeller for 3-og 4-benede kryds. Notat 22, The Danish Road Directorate, 1995; Uheldsmodel for bygader- Del2: Modeller for straekninger. Notat 59, The Danish Road Directorate, 1998] (Greibe and Hemdorff, 1995, 1988). The main objective for the studies was to establish simple, practicable accident models that can predict the expected number of accidents at urban junctions and road links as accurately as possible. The models can be used to identify factors affecting road safety and in relation to 'black spot' identification and network safety analysis undertaken by local road authorities. The accident prediction models are based on data from 1036 junctions and 142 km road links in urban areas. Generalised linear modelling techniques were used to relate accident frequencies to explanatory variables. The estimated accident prediction models for road links were capable of describing more than 60% of the systematic variation ('percentage-explained' value) while the models for junctions had lower values. This indicates that modelling accidents for road links is less complicated than for junctions, probably due to a more uniform accident pattern and a simpler traffic flow exposure or due to lack of adequate explanatory variables for junctions. Explanatory variables describing road design and road geometry proved to be significant for road link models but less important in junction models. The most powerful variable for all models was motor vehicle traffic flow.

摘要

本文描述了两项关于城市路口和城市道路路段事故预测模型的独立研究的一些主要发现,这些研究在[《城市道路事故模型 - 第1部分:三向和四向交叉路口模型。第22号报告,丹麦道路管理局,1995年;城市道路事故模型 - 第2部分:路段模型。第59号报告,丹麦道路管理局,1998年》](格雷贝和赫姆多夫,1995年,1988年)中有描述。这些研究的主要目标是建立简单、可行的事故模型,以便尽可能准确地预测城市路口和道路路段的预期事故数量。这些模型可用于识别影响道路安全的因素,以及用于地方道路当局进行的“黑点”识别和网络安全分析。事故预测模型基于城市地区1036个路口和142公里道路路段的数据。使用广义线性建模技术将事故频率与解释变量相关联。道路路段的估计事故预测模型能够描述超过60%的系统变化(“解释百分比”值),而路口模型的值较低。这表明对道路路段事故进行建模比对路口事故建模更简单,这可能是由于事故模式更统一、交通流暴露更简单,或者是由于缺乏适用于路口的足够解释变量。描述道路设计和道路几何形状的解释变量对道路路段模型很重要,但在路口模型中不太重要。所有模型中最有力的变量是机动车交通流量。

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