The Curve Family of Vehicular Inter-green Time and Safety Reliability at Signalized Intersections

被引:0
|
作者
Jiang Z.-H. [1 ]
Pan F. [1 ]
Wang T. [2 ]
Yang X.-G. [1 ]
机构
[1] Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, Shanghai
[2] School of Naval Architecture, Ocean & Civil Engineering, Shanghai Jiaotong University, Shanghai
基金
中国国家自然科学基金;
关键词
Curve family; Inter-green time; Monte Carlo simulation; Reliability theory; Safety reliability; Traffic engineer;
D O I
10.16097/j.cnki.1009-6744.2018.05.011
中图分类号
学科分类号
摘要
In order to improve the safety of signalized intersections (hereinafter "intersections"), a approach to calculate the vehicular inter-green time based on safety reliability is put forward, and the curve family of vehicular inter-green time (VIGT) and safety reliability at intersections is drawn. Firstly, classical calculating methods of VIGT at intersections are summarized. Secondly, the calculating method VIGT based on safety reliability is modeled. Thirdly, based on Monte Carlo algorithm which can simulate the interactive process of reaction time and vehicular deceleration, the model is solved. Finally, according to the simulation results, the carve family of VIGT and safety reliability is drawn, which is under some typical intersection widths (15~35 m), vehicular speeds (15~ 40 km/h) and safety reliability values (50%~95%). Results show that the core defect of classical calculating methods of VIGT is that they lacked the consideration of the randomness of vehicular behavior parameters in lane group. The VIGT is influenced by multiple factors and obey the normal distribution, in addition, the sensitivity analysis shows that the VIGT was the most sensitive to reaction time (32.46%) and vehicular deceleration (24.68%). Considering safety reliability into the calculation process of VIGT, on the one hand, provides a new approach which is based on probability theory, on the other hand, lays the foundation of quantitatively assessing the safety of VIGT at intersections. Copyright © 2018 by Science Press.
引用
收藏
页码:67 / 74
页数:7
相关论文
共 19 条
  • [1] Traffic Signal Control Guide: Germany Current Specifications (RiLSA), (2006)
  • [2] Li K.P., Green interval design at urban signalized intersections, Urban Transport of China, 8, 5, pp. 73-78, (2010)
  • [3] Qian H.B., Li K.P., Study on the influence of green traffic light intervals on the cross traffic, China Safety Science Journal, 18, 6, pp. 166-170, (2008)
  • [4] Li K.P., Wang C.J., Issues of urban traffic signal control, Urban Transport of China, 8, 3, pp. 1-6, (2010)
  • [5] Spitzer R.L., Endicott J., Robins E., Research diagnostic criteria: rationale and reliability, Arch Gen Psychiatry, 35, 6, pp. 773-782, (1978)
  • [6] GB/T 3187-94: Reliability and Maintainability Terms, (1994)
  • [7] Gazis D., Herman R., Maradudin A., The problem of the amber signal light in traffic flow, Operations Research, 8, 1, pp. 112-132, (1960)
  • [8] Wong Y.D., Goh P.K., Perception-braking response time of unaltered drivers at signalized intersections, ITE Journal on the Web, 183, 1, pp. 73-76, (2001)
  • [9] Chang M., Messer C.J., Santiago A.J., Timing traffic signal change intervals based on driver behavior, Transportation Research Record, 1027, pp. 20-30, (1985)
  • [10] Fu C., Zhang Y., Qi W., Et al., Effects of digital countdown timer on intersection safety and efficiency: A systematic review, Journal of Crash Prevention & Injury Control, 17, 1, pp. 98-103, (2016)