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IF 12.6 1区 工程技术 Q1 PUBLIC, ENVIRONMENTAL & OCCUPATIONAL HEALTH Pub Date : 2025-01-01
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引用次数: 0
A unified probabilistic approach to traffic conflict detection 交通冲突检测的统一概率方法
IF 12.5 1区 工程技术 Q1 PUBLIC, ENVIRONMENTAL & OCCUPATIONAL HEALTH Pub Date : 2024-12-20 DOI: 10.1016/j.amar.2024.100369
Yiru Jiao , Simeon C. Calvert , Sander van Cranenburgh , Hans van Lint
Traffic conflict detection is essential for proactive road safety by identifying potential collisions before they occur. Existing methods rely on surrogate safety measures tailored to specific interactions (e.g., car-following, side-swiping, or path-crossing) and require varying thresholds in different traffic conditions. This variation leads to inconsistencies and limited adaptability of conflict detection in evolving traffic environments, particularly as the integration of autonomous driving systems adds complexity. Consequently, there is an increasing need for consistent detection of traffic conflicts across interaction contexts. To address this need, we propose a unified probabilistic approach in this study. The proposed approach establishes a unified framework of traffic conflict detection, where traffic conflicts are formulated as context-dependent extreme events of road user interactions. The detection of conflicts is then decomposed into a series of statistical learning tasks: representing interaction contexts, inferring proximity distributions, and assessing extreme collision risk. The unified formulation accommodates diverse hypotheses of traffic conflicts and the learning tasks enable data-driven analysis of factors such as motion states of road users, environment conditions, and participant characteristics. Jointly, this approach supports consistent and comprehensive evaluation of the collision risk emerging in road user interactions. We demonstrate the proposed approach by experiments using real-world trajectory data. A unified metric for indicating conflicts is first trained with lane-change interactions on German highways, and then compared with existing metrics using near-crash events from the U.S. 100-Car Naturalistic Driving Study. Our results show that the unified metric provides effective collision warnings, generalises across distinct datasets and traffic environments, covers a broad range of conflict types, and captures a long-tailed distribution of conflict intensity. In summary, this study provides an explainable and generalisable approach that enables traffic conflict detection across varying interaction contexts. The findings highlight its potential to enhance the safety assessment of traffic infrastructures and policies, improve collision warning systems for autonomous driving, and deepen the understanding of road user behaviour in safety–critical interactions.
交通冲突检测通过在潜在的碰撞发生之前识别出潜在的碰撞,对积极的道路安全至关重要。现有的方法依赖于为特定的相互作用量身定制的替代安全措施(例如,汽车跟随、侧身滑动或过马路),并且在不同的交通条件下需要不同的阈值。这种变化导致了冲突检测在不断变化的交通环境中的不一致性和有限的适应性,特别是在自动驾驶系统的集成增加了复杂性的情况下。因此,越来越需要跨交互上下文一致地检测流量冲突。为了满足这一需求,我们在本研究中提出了一种统一的概率方法。该方法建立了一个统一的交通冲突检测框架,其中交通冲突被表述为道路使用者交互的上下文相关的极端事件。然后将冲突检测分解为一系列统计学习任务:表示交互上下文、推断接近分布和评估极端冲突风险。统一的公式可以容纳交通冲突的多种假设,学习任务可以对道路使用者的运动状态、环境条件和参与者特征等因素进行数据驱动分析。总之,该方法支持对道路使用者互动中出现的碰撞风险进行一致和全面的评估。我们通过使用真实世界轨迹数据的实验证明了所提出的方法。首先用德国高速公路上的变道相互作用来训练指示冲突的统一度量,然后用美国100辆汽车自然驾驶研究中的近碰撞事件与现有度量进行比较。我们的研究结果表明,统一的度量提供了有效的碰撞警告,概括了不同的数据集和交通环境,涵盖了广泛的冲突类型,并捕获了冲突强度的长尾分布。总之,本研究提供了一种可解释和可推广的方法,可以在不同的交互环境中进行流量冲突检测。研究结果强调了它在加强交通基础设施和政策的安全评估、改进自动驾驶的碰撞预警系统以及加深对安全关键互动中道路用户行为的理解方面的潜力。
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引用次数: 0
Econometric approaches to examine the onset and duration of temporal variations in pedestrian and bicyclist injury severity analysis 用计量经济学方法研究行人和骑自行车者受伤严重程度分析中时间变化的开始和持续时间
IF 12.5 1区 工程技术 Q1 PUBLIC, ENVIRONMENTAL & OCCUPATIONAL HEALTH Pub Date : 2024-10-12 DOI: 10.1016/j.amar.2024.100362
Natakorn Phuksuksakul , Naveen Eluru , Md. Mazharul Haque , Shamsunnahar Yasmin
There is considerable evidence in existing safety literature that the exogenous variable effects are likely to be time-varying in the injury severity analysis. The majority of these earlier studies tested time-varying effects of exogenous variables by crash year. However, there might be variability in the variable effects within a year, while the same effect might carry over in some or all parts of the preceding years. Towards that end, in this study, we propose a flexible framework to identify when the time-varying effect is likely to occur (the onset of temporal variation) and how long such time-varying effect lasts (duration of temporal variation) in the model estimates. In the study design, we assume that the onset of temporal variation can be any quarter of a year under consideration, while the time-varying effect can continue over different quarters after the onset of temporal variation in a variable effect. The injury severity model is estimated by using Correlated Random Parameter Generalized Ordered Logit formulation with piecewise linear functions. The empirical analysis is demonstrated by employing active traveler (pedestrian and bicyclist) crash data from Queensland, Australia for the years 2015 through 2020. The estimation results are further augmented by computing elasticity effects. The results indicate that the time-varying effects are likely to be different across years for several variables, while for other variables, the onset of time-varying effects could be different than the start of a year. Such flexibility in model specification is likely to have significant implications for devising and implementing effective countermeasures since it allows us to understand how road traffic injuries are evolving over time and when a new road safety issue might be arising.
现有安全文献中有大量证据表明,在伤害严重程度分析中,外生变量的影响很可能是时变的。这些早期研究大多按碰撞年份测试了外生变量的时变效应。然而,变量效应在一年内可能会有变化,而相同的效应可能会在前几年的部分或全部时间内延续。为此,在本研究中,我们提出了一个灵活的框架,以确定模型估计中的时变效应何时可能出现(时变的起始时间)以及这种时变效应会持续多久(时变的持续时间)。在研究设计中,我们假定时间变化的起始点可以是一年中的任何一个季度,而时间变化效应可以在可变效应的时间变化起始点之后的不同季度中持续。伤害严重程度模型是利用相关随机参数广义有序 Logit 公式和片断线性函数进行估计的。实证分析采用了澳大利亚昆士兰州 2015 年至 2020 年的主动旅行者(行人和骑自行车者)碰撞数据。通过计算弹性效应,进一步扩充了估算结果。结果表明,对于几个变量来说,不同年份的时变效应可能不同,而对于其他变量来说,时变效应的开始时间可能不同于一年的开始时间。模型规格的这种灵活性可能会对制定和实施有效的对策产生重大影响,因为它使我们能够了解道路交通伤害是如何随时间演变的,以及何时可能出现新的道路安全问题。
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引用次数: 0
Determinants influencing alcohol-related two-vehicle crash severity: A multivariate Bayesian hierarchical random parameters correlated outcomes logit model 影响与酒精相关的两车碰撞严重程度的决定因素:多变量贝叶斯分层随机参数相关结果Logit模型
IF 12.5 1区 工程技术 Q1 PUBLIC, ENVIRONMENTAL & OCCUPATIONAL HEALTH Pub Date : 2024-09-21 DOI: 10.1016/j.amar.2024.100361
Miaomiao Yang, Qiong Bao, Yongjun Shen, Qikai Qu, Rui Zhang, Tianyuan Han, Huansong Zhang
Alcohol-related driving remains a significant concern due to its profound association with the likelihood of traffic crashes and the severity of resulting injuries, especially between two vehicles. To investigate the determinants influencing the alcohol-related two-vehicle crash severity, a foundational framework employed was a multinomial logit model. Meanwhile, by incorporating random intercept from individual case and vehicle levels to accommodate unobserved heterogeneity, and covariance matrices to underscore correlated outcomes, a multivariate hierarchical random parameters correlated outcomes logit model was proposed. Additionally, to further explore the potential temporal instability of explanatory variables, a random slope from a per-year indicator was introduced into the model. Crash data from the US Statewide Integrated Traffic Records System (SWITRS) database spanning from January 1, 2016, to December 31, 2021, was used. Three crash injury severity categories were examined, encompassing severe injury, minor injury, and no injury, with characteristics related to the driver, vehicle, road, environment, crash, and time serving as explanatory variables. The model results highlighted significant heterogeneity, with each case and vehicle accounting for 56.9% of the total variance for minor injuries and 50.8% for severe injuries. Furthermore, a significant negative correlation was explicitly exhibited between minor injury and severe injury outcomes at the case level. In terms of potential temporal instability, we provided per-year (2016–2019) parameter estimates and identified significant instability for indicators such as non-intersection, broadside and head-on collisions, cloudy weather conditions, and drivers who had been drinking but were not under the influence. Considering the impact of the COVID-19 pandemic, we divided the accident time into pre-COVID and during-COVID periods, modeling parameter estimates for both periods. This analysis revealed significant instability in several factors influenced by the pandemic. Additionally, noteworthy disparities in the estimated results of explanatory variables emerged in comparison to those general two-vehicle crashes or alcohol-related crashes, providing valuable insights. For instance, drivers who had been drinking but were not under the influence were less likely to sustain severe injuries, but the probability of minor injuries increased. These findings underscore the significance of thorough investigations into the determinants of injury severity in alcohol-impaired two-vehicle crash severity, along with the temporal instability of such factors. They hold important implications for effective traffic safety management and the formulation of prohibitive countermeasures.
由于与酒精有关的驾驶与交通事故的发生概率和所造成伤害的严重程度密切相关,尤其是两车之间的交通事故,因此与酒精有关的驾驶仍然是一个令人严重关切的问题。为了研究影响与酒精相关的两车碰撞严重程度的决定因素,采用的基础框架是多项式对数模型。同时,通过纳入个体案例和车辆水平的随机截距以适应未观察到的异质性,以及协方差矩阵以强调相关结果,提出了一个多变量分层随机参数相关结果 logit 模型。此外,为了进一步探索解释变量潜在的时间不稳定性,还在模型中引入了每年指标的随机斜率。研究使用了美国全州综合交通记录系统(SWITRS)数据库中从 2016 年 1 月 1 日到 2021 年 12 月 31 日的碰撞数据。研究了三个碰撞伤害严重程度类别,包括重伤、轻伤和无伤,并将与驾驶员、车辆、道路、环境、碰撞和时间相关的特征作为解释变量。模型结果凸显了显著的异质性,在轻伤和重伤的总方差中,每个案例和车辆分别占 56.9% 和 50.8%。此外,在案例层面上,轻伤和重伤结果之间存在明显的负相关。在潜在的时间不稳定性方面,我们提供了每年(2016-2019 年)的参数估计值,并确定了非交叉路口碰撞、侧面碰撞和正面碰撞、多云天气条件以及饮酒但未受影响的驾驶员等指标的显著不稳定性。考虑到 COVID-19 大流行的影响,我们将事故时间分为 COVID 前和 COVID 期间,对这两个时期的参数估计值进行建模。这一分析表明,受大流行病影响的几个因素存在明显的不稳定性。此外,与一般的两车碰撞事故或与酒精有关的碰撞事故相比,解释变量的估计结果出现了值得注意的差异,从而提供了有价值的见解。例如,饮酒但未受酒精影响的驾驶员受重伤的可能性较小,但受轻伤的可能性却增加了。这些发现强调了对酒精受损的两车碰撞事故中受伤严重程度的决定因素以及这些因素的时间不稳定性进行彻底调查的重要性。它们对有效的交通安全管理和制定禁止性对策具有重要意义。
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引用次数: 0
Effects of sample size on pedestrian crash risk estimation from traffic conflicts using extreme value models 样本量对使用极值模型从交通冲突中估算行人碰撞风险的影响
IF 12.5 1区 工程技术 Q1 PUBLIC, ENVIRONMENTAL & OCCUPATIONAL HEALTH Pub Date : 2024-09-03 DOI: 10.1016/j.amar.2024.100353
Faizan Nazir , Yasir Ali , Md Mazharul Haque
Sample size plays a critical role in an Extreme Value Theory (EVT) model for estimating crash risks from traffic conflicts. Many studies have raised concerns regarding sample size and its consequent negative impact on the performance of EVT models. However, the effects of sample size on EVT models are not well-known, requiring an extensive investigation and a deeper understanding of the effects of sample size on model performance. Motivated by this research gap, this study proposes a systematic approach to examine the effects of sample size on EVT models aimed at estimating pedestrian crash risks from traffic conflicts. Ten smaller and homogeneous samples of traffic conflicts are derived from a total of 144 h of video data collected from three signalised intersections in Brisbane, Australia, whereby vehicle–pedestrian conflicts are measured by post encroachment time. To ensure that each subset contains equal data from three intersections, samples are formed using a uniform distribution, and their effects are tested using non-stationary Block Maxima and Peak Over Threshold models estimated in the Bayesian framework. Results show that the sample size influences the prediction of mean crash frequencies, confidence intervals, and relative errors. Although the effect of sample size is non-uniform, the model performance appears to improve with the increase in sample size, whereby the block maxima models show higher sensitivity towards sample size variation, and the peak over threshold models reveal relatively stable and better performance. Moreover, a comparison of sample size thresholds indicates that the peak over threshold approach is more cost-efficient than its counterpart. Overall, the findings of this study demonstrate that improper sample size can lead to poor predictability, low reliability, and large uncertainties.
在估计交通冲突造成的碰撞风险的极值理论(EVT)模型中,样本量起着至关重要的作用。许多研究都对样本量及其对 EVT 模型性能的负面影响表示担忧。然而,样本量对 EVT 模型的影响并不为人所知,这就需要对样本量对模型性能的影响进行广泛调查和深入了解。受这一研究空白的启发,本研究提出了一种系统的方法来研究样本大小对 EVT 模型的影响,旨在估算交通冲突造成的行人碰撞风险。本研究从澳大利亚布里斯班三个信号灯控制交叉路口收集的共计 144 小时的视频数据中提取了十个较小的同质交通冲突样本,其中车辆与行人的冲突是通过后侵占时间来测量的。为确保每个子集包含来自三个交叉路口的相同数据,使用均匀分布形成样本,并使用贝叶斯框架中估计的非平稳块最大值和峰值超过阈值模型对其影响进行测试。结果表明,样本大小会影响平均碰撞频率、置信区间和相对误差的预测。虽然样本量的影响并不均匀,但随着样本量的增加,模型的性能似乎有所改善,其中块最大值模型对样本量变化的敏感性更高,而峰值超过阈值模型的性能相对稳定且更好。此外,对样本量阈值的比较表明,峰值超过阈值的方法比其对应方法更具成本效益。总之,本研究的结果表明,样本量不当会导致可预测性差、可靠性低和不确定性大。
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引用次数: 0
A cross-comparison of different extreme value modeling techniques for traffic conflict-based crash risk estimation 不同极值建模技术在基于交通冲突的碰撞风险估算中的交叉比较
IF 12.5 1区 工程技术 Q1 PUBLIC, ENVIRONMENTAL & OCCUPATIONAL HEALTH Pub Date : 2024-08-29 DOI: 10.1016/j.amar.2024.100352
Depeng Niu , Tarek Sayed , Chuanyun Fu , Fred Mannering

Extreme Value Theory (EVT) models have recently gained increasing popularity for crash risk estimation using traffic conflict data. Extreme value modeling consists of two fundamental approaches: the block maxima approach and the peak-over-threshold approach, each with several variants. However, a comprehensive comparison of these two approaches and their variants in crash risk estimation is lacking. This study bridges this gap by comparing different extreme value modeling techniques and evaluating their performance in estimating crash frequencies. Within a non-stationary Bayesian hierarchical modeling framework, the analyzed models include the block maxima model, the r largest order statistic model, and the peak-over-threshold model with the fixed and dynamic threshold, across univariate and bivariate traffic conflict cases. The analysis utilizes modified time-to-collision and post-encroachment time conflict indicator data collected from four signalized intersections in the City of Surrey, British Columbia, Canada. The results show that incorporating additional order statistics in the r largest order statistic model improves predictive performance, particularly with limited extreme conflict samples. Moreover, employing the dynamic threshold within the peak-over-threshold model enhances model goodness-of-fit and yields more accurate crash frequency estimates compared to using the fixed threshold. While the performance of the block maxima and peak-over-threshold models varies with the selected conflict indicator in the univariate case, the bivariate peak-over-threshold model with the dynamic threshold exhibits superior overall prediction accuracy over the corresponding block maxima model. This is likely due to the effectiveness of the dynamic threshold in precisely identifying truly critical extreme conflicts.

极值理论(EVT)模型最近在利用交通冲突数据进行碰撞风险估算方面越来越受欢迎。极值模型包括两种基本方法:块状最大值方法和峰值超过阈值方法,每种方法都有几种变体。然而,目前还缺乏对这两种方法及其变体在碰撞风险估计中的应用进行全面比较。本研究通过比较不同的极值建模技术并评估其在估计碰撞频率方面的性能,弥补了这一空白。在非稳态贝叶斯分层建模框架内,所分析的模型包括块最大值模型、r 最大阶统计量模型,以及具有固定阈值和动态阈值的峰值超过阈值模型,适用于单变量和双变量交通冲突案例。分析利用了从加拿大不列颠哥伦比亚省萨里市四个信号灯路口收集的修改后碰撞时间和蚕食后时间冲突指标数据。结果表明,在 r 最大阶统计量模型中加入额外的阶统计量可提高预测性能,尤其是在极端冲突样本有限的情况下。此外,与使用固定阈值相比,在峰值超过阈值模型中使用动态阈值可提高模型拟合度,并获得更准确的碰撞频率估计值。虽然在单变量情况下,区块最大值模型和峰值超过阈值模型的性能随所选冲突指标的不同而变化,但采用动态阈值的双变量峰值超过阈值模型的总体预测准确性优于相应的区块最大值模型。这可能是由于动态阈值能有效地精确识别真正关键的极端冲突。
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引用次数: 0
The role of posted speed limit on pedestrian and bicycle injury severities: An investigation into systematic and unobserved heterogeneities 张贴的车速限制对行人和自行车受伤严重程度的影响:系统和非观测异质性调查
IF 12.5 1区 工程技术 Q1 PUBLIC, ENVIRONMENTAL & OCCUPATIONAL HEALTH Pub Date : 2024-08-14 DOI: 10.1016/j.amar.2024.100351
Natakorn Phuksuksakul , Mazharul Haque , Shamsunnahar Yasmin

The posted speed limit, as a proxy of actual speed, is one of the most fundamental predictors of active travelers’ (pedestrian and bicyclist) injury outcomes when involved in crashes with motor vehicles. Although earlier studies predominantly considered posted speed limit as an exogenous variable and provided highly insightful findings, majorities of them assume the effects of active traveler behavior to remain the same across different posted speed limits, which in turn neglect the heterogeneity in active traveler behaviors on high-speed roads vs. low-speed roads. This study proposes to develop a latent segmentation-based active traveler injury severity model to relax the homogeneity assumption of the posted speed limit by active traveler behavior. Specifically, this study proposes to estimate a latent segmentation-based correlated random parameters generalized ordered logit model to examine active travel injury severity mechanisms. The proposed model accommodates systematic heterogeneity in the effects of posted speed limit, crash year and active traveler group by using a piecewise linear function in injury severity component of the latent segment model. The model is demonstrated by using active traveler crash data from Queensland, Australia, for the years 2015 through 2019. To demonstrate the implications of the estimated models, a number of hypothetical scenario analyses are performed with a specific focus on active traveler behavior and reduction in posted speed limits. The outcomes from the hypothetical scenario analysis highlighted that a 76 % (73 %) reduction in active traveler fatalities can be achieved by converting 50–60 km/hr roadways to 10–40 km/hr roadways in the urban areas (rural areas) of Queensland. The outcomes of the study will allow us to identify effective speed management strategies while targeting those with high-risk behavior.

张贴的限速值作为实际速度的替代值,是预测主动旅行者(行人和骑自行车者)在与机动车发生碰撞时受伤结果的最基本因素之一。虽然早期的研究主要将公布的速度限制视为外生变量,并提供了极具洞察力的研究结果,但其中大多数研究都假定在不同的公布速度限制下,主动旅行者行为的影响是相同的,这反过来又忽视了高速道路与低速道路上主动旅行者行为的异质性。本研究建议建立一个基于潜在细分的主动旅行者伤害严重性模型,以放宽主动旅行者行为对发布速度限制的同质性假设。具体来说,本研究建议估计一个基于潜在分段的相关随机参数广义有序 Logit 模型,以研究主动旅行伤害严重性机制。所提议的模型通过在潜在分段模型的伤害严重程度部分使用片断线性函数,考虑了张贴速度限制、碰撞年份和主动旅行者群体影响的系统异质性。利用澳大利亚昆士兰州 2015 年至 2019 年的主动旅行者碰撞数据对该模型进行了演示。为了展示估计模型的影响,我们进行了一系列假设情景分析,重点关注主动旅行者行为和降低张贴的速度限制。假设情景分析的结果表明,在昆士兰州的城市地区(农村地区),将 50-60 公里/小时的车速道路改为 10-40 公里/小时的车速道路,可减少 76% (73%)的主动交通事故死亡人数。研究结果将使我们能够确定有效的车速管理策略,同时将目标锁定在高风险行为者身上。
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引用次数: 0
Investigating work-related distraction’s impact on male taxi driver safety: A hazard-based duration model 调查工作分心对男性出租车司机安全的影响:基于危险的持续时间模型
IF 12.5 1区 工程技术 Q1 PUBLIC, ENVIRONMENTAL & OCCUPATIONAL HEALTH Pub Date : 2024-08-12 DOI: 10.1016/j.amar.2024.100350
Shi Ye , Tiantian Chen , Oscar Oviedo-Trespalacios , N.N. Sze , Sikai Chen

With the increasing use of phone-based ride-hailing apps, concerns have arisen regarding road safety and driver distraction. Despite the recognized safety risks of driver distraction, limited research has explored how distractions from various ride-hailing systems affect drivers in the taxi industry. To close this gap, the current research utilized a driving simulator experiment involving 51 male taxi drivers in two road environments (urban street and motorway) and three distracted driving conditions (no distraction, auditory distraction via radio dispatching system, and visual-manual distraction via mobile application). A car-following scenario with sudden brake events was incorporated into the experiments because this is a typical safety–critical situation where attention will determine the outcome. The collected performance indicators include brake reaction time, time headway, and car-following distance. The grouped random parameters Weibull accelerated failure time model was applied to model the duration data under different road conditions. The brake reaction time and time headway are dependent variables, while the car-following distance is a covariate in the models. The results indicate that although taxi drivers show longer brake reaction time when distracted by mobile app and radio system, this does not necessarily equate with greater risk or reduced safety since they compensate for the risk of rear-end crashes by maintaining a longer time headway. In general, taxi drivers’ brake reaction time and time headway are more profoundly affected by mobile apps when distracted in both urban and motorway scenarios. This highlights the elevated risks associated with such technologies. In addition, significant interaction effects revealed the observed heterogeneity, which suggests that drivers’ personal characteristics influence the relationship between distraction type and driving performance. This research provides valuable insights for designing safer ride-hailing operations and systems.

随着基于手机的叫车应用程序的使用日益增多,人们开始关注道路安全和司机分心问题。尽管驾驶员分心存在公认的安全风险,但对各种叫车系统的分心如何影响出租车行业驾驶员的研究却十分有限。为了填补这一空白,本研究使用了一个驾驶模拟器实验,让 51 名男性出租车司机在两种道路环境(城市街道和高速公路)和三种分心驾驶条件(无分心、通过无线电调度系统的听觉分心和通过移动应用程序的视觉-手动分心)下进行驾驶。实验中加入了突然刹车事件的跟车情景,因为这是一个典型的安全关键情景,注意力将决定结果。收集到的性能指标包括制动反应时间、行进时间和跟车距离。分组随机参数 Weibull 加速失效时间模型用于模拟不同道路条件下的持续时间数据。制动反应时间和行车时间是因变量,而跟车距离是协变量。结果表明,虽然出租车司机在使用手机应用程序和无线电系统分心时会表现出更长的制动反应时间,但这并不一定等同于更大的风险或更低的安全性,因为他们会通过保持更长的车头距离来补偿追尾事故的风险。总体而言,无论是在市区还是在高速公路上,出租车司机在分心时的制动反应时间和车头距离受移动应用程序的影响更大。这凸显了此类技术带来的更大风险。此外,显着的交互效应揭示了观察到的异质性,这表明驾驶员的个人特征会影响分心类型与驾驶表现之间的关系。这项研究为设计更安全的打车业务和系统提供了宝贵的见解。
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引用次数: 0
Rethinking cycling safety: The role of gender in cyclist crash injury severity outcomes 反思自行车安全:性别在骑车人碰撞受伤严重程度结果中的作用
IF 12.5 1区 工程技术 Q1 PUBLIC, ENVIRONMENTAL & OCCUPATIONAL HEALTH Pub Date : 2024-08-10 DOI: 10.1016/j.amar.2024.100349
Natalia Barbour, Mohamed Abdel-Aty

Given the ongoing climate crisis and the need for environmentally friendly communities, there has been an increasing interest in sustainable mobility solutions such as cycling. This study seeks to incorporate an equitable component to studying cycling safety and uses one full year’s data of 4,457 single bicycle-single motor vehicle crashes that took place in 2022 in the state of Florida to estimate a series of random parameters multinomial logit models with heterogeneity in the means and variances to capture gender differences in outcome severities. A comparison of advanced statistical models such as unconstrained and partially constrained approaches, that were previously employed in the literature to test for temporal stability, is undertaken in a new application. A partially constrained model is estimated to best identify gender specific factors and argue the need to evaluate and promote safety of female and male cyclists separately. The study finds substantial differences between how the contributing factors and crash circumstances impact the crash injury severity of women and men cyclists. It evaluates factors such as age, location, cyclist behavior, weather, and road design as well as performs out-of-sample simulation to gain additional insights. The findings of this research emphasize the need for targeted approaches in designing our cities and policy making that account for the collective differences in behavior and experience of women and men cyclists.

鉴于持续的气候危机和对环境友好型社区的需求,人们对自行车等可持续交通解决方案的兴趣与日俱增。本研究试图将公平因素纳入自行车安全研究,并利用 2022 年佛罗里达州发生的 4,457 起单人自行车与单人机动车碰撞事故的全年数据,估计了一系列随机参数多叉 logit 模型,这些模型的均值和方差具有异质性,以捕捉结果严重程度的性别差异。在一项新的应用中,对以前文献中用于检验时间稳定性的无约束和部分约束等先进统计模型进行了比较。对部分约束模型进行了估算,以最好地识别性别特定因素,并论证分别评估和促进女性和男性骑车者安全的必要性。研究发现,导致因素和碰撞环境对女性和男性骑车者碰撞受伤严重程度的影响存在很大差异。研究评估了年龄、地点、骑车人行为、天气和道路设计等因素,并进行了样本外模拟,以获得更多的见解。研究结果表明,我们在设计城市和制定政策时需要考虑到男女骑车人在行为和经验上的集体差异,采取有针对性的方法。
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引用次数: 0
A nonlinear mixed logit model of occupant severity in autonomous vehicle crashes 自动驾驶汽车碰撞事故中乘员严重程度的非线性混合对数模型
IF 12.5 1区 工程技术 Q1 PUBLIC, ENVIRONMENTAL & OCCUPATIONAL HEALTH Pub Date : 2024-08-08 DOI: 10.1016/j.amar.2024.100348
Lan Ventura , Rohan Shrestha , Narayan Venkataraman , Venkataraman Shankar , Nardos Feknssa

This paper presents a nonlinear mixed logit to capture heterogeneous effects of contributing factors on autonomous involved occupant severity. Autonomous level information to this point has been quite sparse in the context of real-world crash scenarios and police reporting. However, the Texas Department of Transportation (TxDOT) began reporting autonomous involvement in April of 2023. With reporting still in its early stages, this analysis incorporated three distinct vehicle technologies: non-autonomous internal combustion engine (ICE) vehicles; ICE and hybrid electric autonomous vehicles; and fully electric autonomous vehicles. Crash data included any crash in Texas from April to December of 2023 that involved at least one autonomous-indicated vehicle (either the second or third distinct vehicle technology). Random parameters were found with respect to: an indicator for occupant involvement in the first harmful crash sequence event, with that event being collision with a fixed object, for no injury; proportion of autonomous vehicles for no injury; an intersection related indicator for possible injury; total occupant count for possible injury; and total vehicle count for injury. The count and proportion variables were expressed as nonlinear relationships, for which random parameters improved prediction accuracy by 37.50 % and 30.00 %, respectively, for possible injury and injury outcomes, as compared to fixed parameters. The findings in this study highlight the applicability of the nonlinear mixed logit for severity analysis with respect to complex autonomous interactions in crashes.

本文提出了一种非线性混合对数法,以捕捉各种因素对自主参与乘员严重程度的不同影响。到目前为止,在真实世界的碰撞场景和警方报告中,自主水平的信息还相当稀少。不过,德克萨斯州交通部(TxDOT)已于 2023 年 4 月开始报告自动驾驶事故。由于报告仍处于早期阶段,本次分析纳入了三种不同的车辆技术:非自主内燃机 (ICE) 车辆、内燃机和混合动力电动自主车辆以及全电动自主车辆。碰撞数据包括 2023 年 4 月至 12 月在德克萨斯州发生的任何碰撞事故,其中至少涉及一辆自动驾驶车辆(第二种或第三种不同的车辆技术)。在以下方面找到了随机参数:乘员参与第一个有害碰撞序列事件(该事件为与固定物体碰撞)的指标(无伤害);自主车辆比例(无伤害);交叉路口相关指标(可能伤害);乘员总数(可能伤害);车辆总数(伤害)。计数和比例变量表现为非线性关系,与固定参数相比,随机参数对可能受伤和受伤结果的预测准确率分别提高了 37.50 % 和 30.00 %。本研究的结果凸显了非线性混合对数法在车祸中复杂的自主交互作用严重性分析中的适用性。
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引用次数: 0
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Analytic Methods in Accident Research
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