期刊文献+

面向闯红灯警告的驾驶员停驶行为判别研究 被引量:1

Predicting Individual Driver Stop-and-go Behavior to Intersection Red Light Running Warning System
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摘要 面向道路交叉口闯红灯警告(RLRW),提出了通过进口道车辆运行参数,预测驾驶员将在停止线前停驶还是采取通过行为的判别方法。首先综述了闯红灯警告系统的产生与发展现状,采用二项Logistic回归方法分析数据之间的相关性并提出了一种新的驾驶员停驶行为预判模型,用城市道路实测数据进行了参数估计及检验,引入了描述系统性能的ROC曲线并将其用于模型性能评价。本研究采用的数据采集自上海城市道路交叉口进口道,通过Autoscope视频检测系统提取特征数据。研究表明,当前速度与上游30 m处速度差或速度比最适合作为解释变量预测驾驶员停驶行为,而非以往研究中采用的速度、加速度。距离停车线40 m作为计算点可获得较好的预测效果。 An approach to predict vehicle stop-or-go intention at intersection approaches using vehicle kinematical parameters to red light running warning(RLRW) was proposed.Current situation and development of red light running warning was reviewed first.An innovative binary logistic regression model was put forward to analyze data dependence and predict driver stop-or-go behavior.Parameters were estimated and tested by data from urban road.ROC curve was introduced in model evaluation.Data was collected from urban road intersection approaches in Shanghai and processed by Autoscope video detection system.Research result shows that velocity deference or velocity ratio between detect spot and the spot of 30 m upstream is the parameter which has the strongest correlation to stop-or-go behavior instead of velocity and acceleration.Good prediction results can be got if 40 m from stop line is taken as calculation location.
出处 《公路交通科技》 CAS CSCD 北大核心 2009年第S1期83-87,共5页 Journal of Highway and Transportation Research and Development
基金 国家自然科学基金资助项目(60974093)
关键词 智能运输系统 预测模型 LOGISTIC回归 驾驶行为 ROC曲线 ITS prediction model logistic regression driving behavior ROC curve
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参考文献8

  • 1储浩,杨晓光,朱彤,王卓.基于智能车路系统的交叉口主动交通安全技术研究[J].交通与计算机,2008,26(4):135-139. 被引量:20
  • 2CHANG Liping,,ZHOU Kun,ZHANG Weibin,et al.Predic-tion of Red-light Running Based on Statistics of Discrete PointSensors[C/CD]. TRB 88th Annual Meeting Compendium ofPapers . 2009
  • 3LEE S E,KNIPLING RR,DEHART M C,et al.Vehicle-based Countermeasures for Signal and Stop Sign Violations. (DOT-HS-809-716) . 2004
  • 4MCLAUGHLIN H B,HANKEY J M,DINGUS T A.A Methodfor Evaluation Collision Avoidance Systems Using NaturalisticDriving Data. Accident Analysis and Prevention . 2008
  • 5PEREZ M A,DOERZAPH Z R,NEALE V L.Empirical E-valuation of Diverse Threat Assessment Algorithms for Intersec-tion Collision Warning[C/CD]. TRB 86th Annual MeetingCompendium of Papers . 2007
  • 6WHITE B,,FERLIS R.Algorithm for Determining InattentiveSignal Violators to be Used in Infrastructure-based IntelligentSystem for Signal Violation Prevention[C/CD]. TRB 2004Annual Meeting . 2004
  • 7RAGLAND D R,ZABYSHNY A A.Intersection Decision Sup-port Project:Taxonomy of Cross-Path Crashes at IntersectionUsing GES 2000 Data. . 2003
  • 8PIEROWICS J,JOCOY E,LLOYD M,et al.IntersectionCollision Avoidance Using ITS Countermeasure. . 2000

二级参考文献9

  • 1王卓.第三届全国大学生交通科技大赛作品--城市信号控制交叉口主动安全系统设计[C],2008,12-24
  • 2Panagiotis Papaioannou . Driver behaviour, dilemma zone and safety effects at urban signalised intersections in Greece [C]// Transportation Research Board 2003 Annual Meeting CD-ROM, 226-230
  • 3Saito T, Ooyama N, Sitega K. Dilemma and option zones the probiem and countermeasures [J]. The Federal Highway Administration, 2004(4) : 126-130
  • 4Toshihiko Oda , Yoshihiro Suda , Shinji Tanaka , et al . Stopping behavior of drivers in dilemma zone: analysis via dricing simulator [J]. Transportation Research Record, 2002(6):86-92
  • 5Toshihiko Oda . Teruyuki Tajima . Driving safety support system for senior society [J]. Japan Government Report, 2001(1): 186-196
  • 6Bart van Arem. Cooperative vehicle-infrastructure systems: an intelligent way forward [C]// Transportation Research Board 83rd Annual Meeting, 2004:76-82
  • 7Joakim Swahn, Christian Udin . Cooperative vehicle-Infra-structure systems: identification , privacy and security [C]//The IEEE 10 International Conference on Intelligent Transportation Systems Sweden, 2005:112-116
  • 8Arno Hinberger, Horst Wieker, Gerd Regelnuth, et al. Benefits and technology of an intelligent road side unit system for vehical to infrastructure-and infrastructure to centre communication[J]. Transportation Research Part C 10, 2006(10) : 186-192
  • 9YaoChanching. Characterization of driving behaviors based on field observation of intersection left-turn across-path scenarios [J] Journal of Transportation Engineering, U. S, 2006 (2): 22-26

共引文献19

同被引文献18

  • 1王金梅,王兆安,杨建国.困境区域引起的无意闯红灯违规分析[J].公路交通科技,2005,22(9):138-141. 被引量:3
  • 2王岩,杨晓光.基于交通安全的交叉口倒计时信号灯设置研究[J].中国安全科学学报,2006,16(3):55-59. 被引量:32
  • 3LUM K M, HALIM H. A Before-and-after Study on Green Signal Countdown Device Installation [ J]. Transportation Research Part F. Traffic Psychology and Behaviour, 2006, 9 (1):29-41.
  • 4MAHALEL D, ZAIDEL D M. Safety Evaluation of a Flashing-green Light in a Traffic Signal [ J ]. Traffic Engineering and Control, 1985, 26 (2) : 79 -81.
  • 5NEWTON C, MUSSA R N, SADALLA E K, et al. Evaluation of an Alternative Traffic Light Change Anticipation System [ J ]. Accident Analysis & Prevention, 1997, 29 (2): 201-209.
  • 6KNODLER M A, Jr, NOYCE D A, KACIR K C, et al. Analysis of Driver and Pedestrian Comprehension of Requirements for Permissive Left-turn Applications [ J ]. Transportation Research Record, 2006, 1982:65 -75.
  • 7MUSSA R N, NEWTON C J, MATYHIAS J S, et al. Simulator Evaluation of Green and Flashing Amber Signal Phasing [ J]. Transportation Research Record, 1996, 1550 : 23 - 29.
  • 8LIU Y, CHANG G L, TAO R H, et al. Empirical Observations of Dynamic Dilemma Zones at Signalized Intersections [ J ]. Transportation Research Record, 2007, 2035 : 122 - 133.
  • 9ITE. Traffic Engineering Handbook [ M ]. Washington, D. C. : Institute of Transportation Engineers, 1999.
  • 10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,2008,18(6):166-170. 被引量:38

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