[1] 祝丽莉,邵春福. 基于灰局势理论的交叉口安全设计综合决策模型[J]. 交通信息与安全,2013, 31(5): 107-111. ZHU Lili,SHAO Chunfu. Integrated decision-making model of intersections safety design based on grey situation theory[J].Journal of Transport Information and Safety,2013, 31(5): 107-111. [2] TANG Keshuang, DONG Sheng, WANG Feng, et al. Behavior of riders of electric bicycles at onset of green and yellow at signalized intersections in China[J]. Transportation Research Record,2012,2317(1): 85-96. [3] 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. QIAN Hongbo,LI Keping.Study on the influence of green traffic light intervals on the crossing traffic[J].China Safety Science Journal,2008,18(6): 166-170. [4] GAZIS D, MARADUDIN H A. The problem of the amber signal in traffic flow[J]. Operations Research,1960, 8(1): 112-132. [5] PARSONSON P S, ROSEVEARE R W, THOMASJR J R. Small-area detection at intersection approach ITE technical committee 18 southern section[R]. Traffic Engineering,Institute of Transportation Engineers, 1974. [6] LIU Chiu, HERMAN R ,GAZIS D C. A review of the yellow interval dilemma[J]. Transportation Research Part A Policy and Practice,1996,30(5):333-348. [7] LI Mozan, ZHANG Linan,YANG Xiaoguang. A review of yellow dilemma problem and a dynamic speed guidance system design based on CVIS[J]. Procedia-Social and Behavioral Sciences, 2013, 96:473-479. [8] 黄玮,马万经,杨晓光.两难区安全改善问题的感应控制方法研究[J].交通信息与安全,2009,27(4):75-79. HUANG Wei,MA Wanjing,YANG Xiaoguang.Dilemma zone-oriented actuated signal control[J].Journal of Transport Information and Safety,2009,27(4):75-79. [9] 刘诗福,张轮,杨文臣,等.基于马尔可夫模型的交叉口两难区自适应控制[J].同济大学学报:自然科学版,2016,44(9):1 398-1 406. LIU Shifu,ZHANG Lun,YANG Wenchen,et al. Markov model based adaptive traffic signal control for dilemma zone at signalized intersections[J].Journal of Tongji University:Natural Science,2016,44(9):1 398-1 406. [10] OLSON P, ROTHERY R. Deceleration levels and clearance times associated with the amber phase of traffic signals[J]. Traffic Engineering,1972, 42(4): 16-19. [11] LI Keping, YANG Peikun, NI Ying. Amber interval design at urban signalized intersections[J]. Urban Transport of China,2010, 8(4): 67-72. [12] ZHANG Yaping, FU Chuanyun, HU Liwei. Yellow light dilemma zone researches: a review[J]. Journal of Traffic and Transportation Engineering :English Edition,2014, 1(5): 338-352. [13] 江欣国,任瀚堃,范英飞,等. 信号协调控制干线交通安全仿真分析[J]. 中国安全科学学报, 2020, 30(3): 143-149. JIANG Xinguo, REN Hankun, FAN Yingfei,et al.Simulation analysis on traffic safety of signal-coordinated arteries[J].China Safety Science Journal,2020, 30(3): 143-149. [14] WU Mingmin, MA Wanjing, LI Li. Characterize dilemma zone and minimize its effect at coordinated signalized intersections[J]. Procedia-Social and Behavioral Sciences, 2013, 96: 766-778. [15] 陈雪峰,马万经.信号协调条件下交叉口两难区仿真分析[J]. 交通科学与工程,2011, 27(3): 87-93. CHEN Xuefeng, MA Wanjing. Simulation-based analysis of the dilemma zone of intersection under the coordinated control[J].Journal of Transport Science and Engineering,2011, 27(3): 87-93. [16] ZEGEER C V, DEEN R C. Green-extension systems at high-speed intersection [J]. ITE Journal,1978,48(11): 19-24. [17] SHEFFI Y, MAHMASSANI H. A model of driver behavior at high speed signalized intersections[J]. Transportation Science,1981, 15(1): 50-61. [18] CHANG Myungsoon, MESSER C J, SANTIAGO A J. Timing traffic signal change intervals based on driver behavior[J]. Transportation Research Record,1985,1027: 20-30. [19] INMAN V W. Use of limits method to characterize individual driver responses to yellow change interval at signalized intersections[J]. Transportation Research Record: Journal of the Transportation Research,2010,2185(1): 24-32. [20] PAPAIOANNOU P. Driver behaviour, dilemma zone and safety effects at urban signalised intersections in Greece[J]. Accident Analysis & Prevention,2007, 39(1): 147-158. [21] GATES T J, NOYCE D A. Dilemma zone driver behavior as a function of vehicle type, time of day, and platooning[J]. Transportation Research Record: Journal of the Transportation Research Board,2010,2149: 84-93. [22] SHEN Jiajun, WANG Wei. Effects of flashing green on driver's stop/go decision at signalized intersection[J]. Journal of Central South University,2015,22: 771-778. [23] MOON Y J, COLEMAN F. Dynamic dilemma zone based on driver behavior and car-following model at highway-rail intersections[J]. Transportation Research Part B: Methodological,2003, 37(4): 323-344. [24] RAKHA H, El SHAWARBY I. Modeling driver behavior within a signalized intersection approach decision-dilemma zone[J]. Transportation Research Record,2008, 2069(3): 16-25. [25] BLAZEJ P, DELHOMME P. A simulator study of factors influencing drivers 'behavior at traffic lights[J]. Transportation Research Part F,2016, 37: 107-118. [26] MAJHI R C, SENATHIPATHI V. Analyzing driver's response to yellow indication subjected to dilemma incursion under mixed traffic condition[J]. Journal of Traffic and Transportation Engineering :English Edition,2021,8: 107-116. [27] CHIOU Yuchiun, CHANG Chienhua. Driver responses to green and red vehicular signal countdown displays: safety and efficiency aspects[J]. Accident Analysis & Prevention,2010, 42(4): 1 057-1 065. [28] FACTOR R, PRASHKER J N, MAHALEL D. The flashing green light paradox[J]. Transportation Research Part F: Traffic Psychology and Behaviour,2012,15(3): 279-288. [29] HUSSAIN Q, ALHAJYASEEN W K M, BRIS K, et al.Innovative countermeasures for red light running prevention at signalized intersections: a driving simulator study[J]. Accident Analysis & Prevention,2020,134:DOI: 10.1016/j.aap.2019.105349. [30] GATES T J, NOYCE D A. A conceptual framework for dynamic extension of the red clearance interval as a countermeasure for red-light-running[J]. Accident Analysis & Prevention,2016, 96: 341-350. [31] 周扬,付锐,袁伟,等. 驾驶人认知分心识别随机森林模型研究[J]. 中国安全科学学报. 2018, 28(1): 20-25. ZHOU Yang,FU Rui,YUAN Wei,et al.Research on drivers' cognitive distracted recognition model based on random forest[J].China Safety Science Journal,2018, 28(1): 20-25. [32] 张存保,陈超,严新平. 车路协同下信号控制交叉口两难区问题改善方法[J]. 中国安全科学学报. 2012, 22(6): 86-91. ZHANG Cunbao, CHEN Chao, YAN Xinping.Methods for alleviating dilemma zone problem of signal control intersection based on cooperated vehicle infrastructure system[J].China Safety Science Journal,2012, 22(6): 86-91. [33] SAYED T,HOMOYAOUN V, RODRIQUEZ F. Advance warning flashers, do they improve safety [J]. Transportation Research Record:Journal of the Transportation Research Board,1991,1692(1): 30-38. [34] 储浩,杨晓光,朱彤,等. 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(4): 135-139. CHU Hao,YANG Xiaoguang,ZHU Tong,et al.Active traffic safety technology in intersection based on intelligent vehicle-infrastructure system[J].Computer and Communications,2008(4): 135-139. [35] LEE E, CHO H, LEE S W, et al. Agent based safety support system for collision avoidance in dilemma zones[J]. Journal of Convergence Information Technology.,2013, 8(14): 146-155. [36] BURNETT N , SHARMA A . Role of information on probability of traffic conflict on the onset of yellow[J]. Advances in Transportation Studies, 2011, 135(3):425-428. [37] NI Ying, LI Keping. Estimating rear-end accident probabilities at signalized intersections: a comparison study of intersections with and without green signal countdown devices[J]. Traffic Injury Prevention, 2014, 15(6): 583-590. [38] 冉斌,谭华春,张健,等. 智能网联交通技术发展现状及趋势[J]. 汽车安全与节能学报,2018, 9(2): 119-130. RAN Bin,TAN Huachun,ZHANG Jian,et al.Development status and trend of connected automated vehicle highway system[J].Journal of Automotive Safety and Energy,2018, 9(2): 119-130. [39] XIE Xiaofeng, WANG Zunjing.SIV-DSS: smart in-vehicle decision support system for driving at signalized intersections with V2I communication[J]. Transportation Research Part C: Emerging Technologies,2018,90: 181-197. |