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A crash risk identification method for freeway segments with horizontal curvature based on real-time vehicle kinetic response

机译:基于实时车辆动力学响应的水平曲率的高速公路段崩溃风险识别方法

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摘要

With the development and maturation of vehicle-based data acquisition technology, in-vehicle data is increasingly being used to explore road safety. This paper reports on research that analyzed the real-time tire force data (kinetic response) obtained from vehicle kinetic experiments, and constructed a new approach for identifying the high-risk of crashes on freeway segments with horizontal curvature. First, the road was divided into 1km units. Then, taking into account the characteristics of freeway alignment, each segment with horizontal curve was selected as the object of subsequent analysis. Automotive instrumentation was used to obtain a measure of tire force in the course of normal driving. The entire data set was preprocessed according to rate of change and the density of the data was reduced. By defining the outliers of the kinetic data and conducting factor analysis, two representative crash risk indicators of longitudinal and lateral stability were obtained. Negative binomial regression model (NBR model) and random effects negative binomial regression model (RENBR model) were constructed and jointly applied based on the new indicators to predict the risk value of horizontal curve segments. The method showed good prediction performance (71.8 %) for high-risk road segments with design flaws, but the predicted effect for low-risk road segments was not ideal. This study not only illustrated the effectiveness of in-vehicle data in assessing road crash risk by coupling multiple kinetic parameters, but also provided support for freeway safety research using surrogate measures of risk when there is a lack of crash statistics.
机译:随着车辆的数据采集技术的开发和成熟,车载数据越来越多地用于探索道路安全性。本文有关分析从车辆动力学实验获得的实时轮胎力数据(动力学响应)的研究报告,并构建了一种识别具有水平曲率的高速公路区段崩溃的高风险的新方法。首先,道路分为1公里单位。然后,考虑到高速公路对准的特点,选择具有水平曲线的每个段作为后续分析的对象。汽车仪器用于在正常驾驶过程中获得轮胎力的衡量标准。根据变化率,整个数据集是预处理的,并且减少了数据的密度。通过定义动力学数据和导电因子分析的异常值,获得了两个代表性的延长稳定性风险指标。负二项式回归模型(NBR模型)和随机效应负二项式回归模型(RENBR模型)基于新指标构建和共同应用,以预测水平曲线段的风险值。该方法对设计缺陷的高风险道路段显示出良好的预测性能(71.8%),但低风险道路段的预测效果并不理想。本研究不仅通过耦合了多个动力学参数评估了车载数据在评估道路碰撞风险方面的有效性,而且还提供了在缺乏崩溃统计数据时使用替代风险衡量的高速公路安全研究。

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