基于风险收益平衡的驾驶员停止/通过决策行为
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作者单位:

同济大学

中图分类号:

U491.1

基金项目:

国家“十二五”科技支撑计划(2014BAG03B02)


Modeling of Drivers’ Stop/Go Decision Behavior Based on Tradeoff of Risk and Benefit
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    摘要:

    通过在上海市6个信号控制交叉口采集的数据,基于风险平衡理论和随机效用理论,建立了驾驶员停止/通过决策行为模型.研究表明,驾驶员停止/通过决策行为受红灯时长的影响显著,并具有在交通冲突风险和时间收益之间的博弈特征.小汽车驾驶员在距离交叉口时间和等待红灯时间之间的权衡比重约为180∶1;大型车辆驾驶员比小型车辆驾驶员的停止/通过行为更加激进,市区比郊区的停止/通过行为更加激进;激进的驾驶行为会显著增加严重交通冲突发生的概率.

    Abstract:

    Based on the empirical data collected at six signalized intersections in Shanghai, a drivers’ stop/go decision behavior model was developed by using the risk homeostasis theory (RHT) and the utility theory (UT). The study shows that the drivers’ stop/go decision behavior is significantly affected by the time of the red light and is tradeoff between traffic conflict risk and time saving benefit. The ratio of timetointersection (TTI) and waiting time of red light (R) of passenger car drivers is approximately 180∶1. Truck drivers are more aggressive on stop/go behavior than passenger car drivers, while drivers in urban district are more aggressive than drivers in suburban district. Moreover, the probability of severe traffic conflict is significantly increased by aggressive driving behavior.

    参考文献
    [1] 潘福全,项乔君,陆键,等.公路平面交叉口驾驶行为研究[J]. 道路交通与安全,2007, 7(5):16-19.
    [2] 张恩亮,肖贵平,聂磊. 交通环境对驾驶员心理的影响分析及对策研究[J]. 公路交通科技,2006,11:164-165.
    [3] Choi, Eun-Ha. Crash factors in intersection -related crashes: An on-scene perspective. No.HS-811366. 2010.
    [4] 钱红波,李克平. 绿灯间隔时间对交叉口交通安全的影响研究[J]. 中国安全科学学报,2008,06:166-170.
    [5] 段冀阳,李志忠. 驾驶行为模型的研究进展. 中国安全科学学报[J]. 2012,22(2):30-36.
    [6] 闫学东,李晓梦. 基于驾驶模拟实验的层级式驾驶行为安全模型研究综述[J]. 交通信息与安全,2014,05:1-6.
    [7] Gates T J, McGee H, Moriarty K, et al. Comprehensive evaluation of driver behavior to establish parameters for timing of yellow change and red clearance intervals[J]. Transportation Research Record: Journal of the Transportation Research Board, 2012, 2298(1): 9-21.
    [8] Taoka G T. Brake reaction times of un-alerted drivers[J]. ITE journal, 1989, 59(3): 19-21.
    [9] R. H. Wortman and J. S. Matthias, "Evaluation of Driver Behavior at Signalized Intersections," Transportation Research Record: Journal of the Transportation Research Board, vol. 904, pp. 10-20 1983.
    [10] Tang K, Xu Y, Wang P, et al. Impacts of Flashing Green on Dilemma Zone Behavior at High-Speed Intersections: Empirical Study in China[J]. Journal of Transportation Engineering, 2015, 141.
    [11] El-Shawarby I, Abdel-Salam A S G, Li H, et al. Driver Behavior at the Onset of Yellow Indication for Rainy/Wet Roadway Surface Conditions[C]//Transportation Research Board 91st Annual Meeting. 2012 (12-2015).
    [12] Ohlhauser A D, Boyle L N, Marshall D, et al. Drivers’ Behavior Through a Yellow Light Effects of Distraction and Age[C]//Proceedings of the Human Factors and Ergonomics Society Annual Meeting. Sage Publications, 2011, 55(1): 1919-1923.
    [13] El-Shawarby I, Abdel-Salam A S G, Rakha H. Evaluation of driver perception-reaction time under rainy or wet roadway conditions at onset of yellow indication[J]. Transportation Research Record: Journal of the Transportation Research Board, 2013, 2384(1): 18-24.
    [14] Limanond T, Prabjabok P, Tippayawong K. Exploring impacts of countdown timers on traffic operations and driver behavior at a signalized intersection in Bangkok[J]. Transport policy, 2010, 17(6): 420-427.
    [15] 曹弋,杨忠振,左忠义. 绿灯倒计时信号对驾驶行为的影响[J]. 中国安全科学学报,2015,02:77-82.
    [16] Elhenawy M, Rakha H, El-Shawarby I. Enhancing Driver Stop/Run Modeling at the Onset of a Yellow Indication using Historical Behavior and Machine Learning Techniques. Transportation Research Board 93rd Annual Meeting. 2014 (14-3879).
    [17] Tang K, Zhu S, Xu Y, et al. Analytical Modeling of Dynamic Decision-Making Behavior of Drivers During the Phase Transition Period Based on a Hidden Markov Model[C]//Transportation Research Board 94th Annual Meeting. 2015 (15-0406).
    [18] Amer A, Rakha H, El-Shawarby I. Agent-based behavioral modeling framework of driver behavior at the onset of yellow indication at signalized intersections[C]//Intelligent Transportation Systems (ITSC), 2011 14th International IEEE Conference on. IEEE, 2011: 1809-1814.
    [19] Papaioannou P. Driver behaviour, dilemma zone and safety effects at urban signalised intersections in Greece[J]. Accident Analysis & Prevention, 2007, 39(1): 147-158.
    [20] Timothy J. Gates, Peter T. Savolainen, Honey Um Maria. Predcting Driver Action at Signalized Intersections Using Nested Logit Models. Transportation Research Board 93rd Annual Meeting. 2014 (14-0942).
    [21] Gerald J. S. Wilde. The Theory of Risk Homeostasis: Implications for Safety and Health. [J]. Risk Analysis, 1982, 2(4):209-225.
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唐克双,周楠,狄德仕,李克平.基于风险收益平衡的驾驶员停止/通过决策行为[J].同济大学学报(自然科学版),2016,44(11):1687~1694

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  • 收稿日期:2015-12-02
  • 最后修改日期:2016-09-03
  • 录用日期:2016-07-11
  • 在线发布日期: 2016-12-02
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