Driver Response Time of Queuing Vehicles at Urban Signalized Intersections

被引:3
作者
Yang, Shuai [1 ]
Chung, Edward [1 ]
机构
[1] Queensland Univ Technol, Fac Sci & Engn, Brisbane, Qld 4001, Australia
来源
8TH INTERNATIONAL CONFERENCE ON TRAFFIC AND TRANSPORTATION STUDIES (ICTTS) | 2012年 / 43卷
关键词
departure model; driver response (reaction) time; ngsim; hcm2000; enlarged stopping distance; signalized intersections;
D O I
10.1016/j.sbspro.2012.04.089
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
Driver response (reaction) time (t(r)) of the second queuing vehicle is generally longer than other vehicles at signalized intersections. Though this phenomenon was revealed in 1972, the above factor is still ignored in conventional departure models. This paper highlights the need for quantitative measurements and analysis of queuing vehicle performance in spontaneous discharge pattern because it can improve microsimulation. Video recording from major cities in Australia plus twenty two sets of vehicle trajectories extracted from the Next Generation Simulation (NGSIM) Peachtree Street Dataset have been analyzed to better understand queuing vehicle performance in the discharge process. Findings from this research will alleviate driver response time and also can be used for the calibration of the microscopic traffic simulation model. (C) 2012 Published by Elsevier B.V. Selection and/or peer review under responsibility of Beijing Jiaotong University [BJU], Systems Engineering Society of China (SESC)
引用
收藏
页码:169 / 177
页数:9
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