[1] 蒲文静. 城市道路平面交叉口交通安全设计研究[D]. 上海: 同济大学, 2004. [PU W J. Study on traffic safety design at urban intersections[D]. Shanghai: Tongji University, 2004.]
[2] 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 H B, LI K P. Study on the influence of green traffic light intervals on the cross traffic[J]. China Safety Science Journal, 2008, 18(6): 166-170.]
[3] LUM K M, HALIM H. A before- and- after study on green signal countdown device installation[J]. Transportation Research Part F Traffic Psychology & Behavior, 2006, 9(1): 29-41.
[4] CHIOU Y C, CHANG C H. Driver responses to green and red vehicular signal countdown displays: Safety and efficiency aspects[J]. Accident, Analysis and Prevention, 2010, 42(4): 1057.
[5] BISWAS S, GHOSH I, CHANDRA S. Influence of signal countdown timer on efficiency and safety at signalized intersections[J]. Canadian Journal of Civil Engineering, 2017, 44(4): 308-318.
[6] ISHIKURA T, SUZUKI H. Effect of green phase countdown timer on reduction of drivers' dilemma at signalized intersection[J]. Transactions of the JSME (in Japanese), 2016, 82(840): 1-13.
[7] 马新露, 李贝, 许陈蕾, 等. 信号倒计时影响下的进口道交通流分析与建模[J]. 交通运输系统工程与信息, 2017, 17(5): 36- 44. [MA X L, LI B, XU C L, et al. Traffic flow on entrance lanes under the influence of signal countdown[J]. Journal of Transportation Systems Engineering and Information Technology, 2017, 17(5): 36-44.]
[8] LI Z, WEI H. Modeling dynamics of dilemma zones by formulating dynamical contributing factors with videoobserved trajectory data[J]. Procedia- Social and Behavioral Sciences, 2013(80): 880-900.
[9] 王雪松, 李佳, 钟楚君. 机动车闯红灯行为影响因素分析[J]. 城市交通, 2015, 13(6): 73-79. [WANG X S, LI J, ZHONG C J. Drivers' red light running behavior analysis[J]. Urban Transport of China, 2015, 13(6): 73- 79.]
[10] 王奋. 基于安全可靠性的绿灯间隔时间设计理论与方法 [D]. 上海: 同济大学, 2016. [WANG F. Intergreen time design theory and method based on safety reliability[D]. Shanghai: Tongji University, 2016.]
[11] 中华人民共和国住房和城乡建设部. 中华人民共和国国家标准 GB 50647-2011: 城市道路交叉口规划规范 [M]. 北 京: 中 国 计 划 出 版 社, 2011. [Ministry of Housing and Urban-rural Development of the People’s Republic of China. National standards of the People's Republic of China. GB 50647-2011: Code for planning of intersections on urban roads[M]. Beijing: China Planning Press, 2011]
[12] WONG Y D, GOH P K. Perception- braking response time of unaltered drivers at signalized intersections[J]. ITE Journal on the Web, 2001, 183(1): 73-76.
[13] THOMPSON B A. Determining vehicle signal change and clearance intervals[M]. Institute of Transportation Engineers, 1994.
[14] SOHN S Y, HONG S K. Random effects logistic regression model for default prediction of technology credit guarantee fund[J]. European Journal of Operational Research, 2007, 183(1): 472-478.
[15] MOK M S, SOHN S Y, JU Y H. Random effects logistic regression model for anomaly detection[J]. Expert Systems with Applications, 2010, 37(10): 7162-7166.
[16] 金丕焕, 陈峰. 医用统计方法[M]. 上海: 复旦大学出版社, 2009. [JIN P H, CHEN F. Medical statistics[M]. Shanghai: Fudan University Press, 2009.]
[17] FU C, ZHANG Y, QI W. Effects of digital countdown timer on intersection safety and efficiency: A systematic review[J]. Traffic Injury Prevention, 2016, 17(1): 98- 103. |