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Micro-level safety risk assessment model for a two-lane heterogeneous traffic environment in a developing country: A comparative crash probability modeling approach

机译:发展中国家双车道异构交通环境的微观安全风险评估模型:比较崩溃概率建模方法

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Introduction: There have been a number of studies that have led to the development of safety risk assessment models to quantify the probability of crash frequencies on roadway facilities (both at micro- and macro-levels), over a specified time period. However, past research has rarely focused on heterogeneous traffic conditions in developing countries. Method: This paper puts forward several models related to the traditional count approach to estimate crash frequency at a micro-level in a non-lane based bi-directional heterogeneous traffic environment The paper shows the results of dispersion, zero-inflation, and random heterogeneity effects of different exogenous factors by comparing Poisson (P); Negative Binomial (NB); random and fixed parameter Zero-Inflated Poisson (ZIP); and Latent Class Models (LCM). The empirical analysis is based on data from a section of a major national highway in Bangladesh. The performance of the models was validated using different statistical goodness-of-fit measures that compared the estimated and observed average crash frequencies at individual locations. With the identification of the most significant influencing factors, the paper discusses the practical policy implications using partial effects analysis and spatial distribution. Results: It was found that the Zero-Inflated Random Parameter model gives a slightly better statistical fit when compared to alternative approaches. Practical applications: This micro-level modeling approach would be useful to identify significant crash risk factors; to prioritize road sections according to their safety level; to select site-specific appropriate counter-measures; and devise proactive target oriented safety management strategies. Thus, the results shown here could be a point of reference in the planning, designing, maintaining, and managing two-lane highway sections in developing countries. (C) 2019 National Safety Council and Elsevier Ltd. All rights reserved.
机译:简介:有许多研究导致安全风险评估模型的发展,以量化道路设施(在微型和宏观层面)上的崩溃频率的概率,在指定的时间内。然而,过去的研究很少专注于发展中国家的异质交通状况。方法:本文提出了与传统计数方法相关的多种模型,以在基于非通道的双向异构交通环境中估算碰撞频率的崩溃频率,本文显示了分散,零充气和随机异质性的结果不同外源因素对泊松(P)的影响;负二项式(NB);随机和固定参数零充气泊松(拉链);和潜在课程模型(LCM)。实证分析基于来自孟加拉国主要国家公路的一部分的数据。使用不同的统计良好措施进行验证的模型的性能,比较各个地点的估计和观察到的平均碰撞频率。通过识别最重要的影响因素,本文讨论了利用部分效应分析和空间分布的实际政策影响。结果:发现与替代方法相比,零充气随机参数模型提供稍微更好的统计拟合。实际应用:这种微级建模方法可用于识别大量碰撞风险因素;根据其安全水平优先考虑道路部分;选择特定的特定的适当反措施;并设计主动面向目标的安全管理策略。因此,这里所示的结果可能是发展中国家的规划,设计,维护和管理双车道高速公路部分的参考点。 (c)2019国家安全委员会和elestvier有限公司保留所有权利。

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