Inter- and Intra-Driver Reaction Time Heterogeneity in Car-Following Situations

被引:1
作者
Tawfeek, Mostafa H. [1 ]
机构
[1] Ain Shams Univ, Fac Engn, Dept Publ Works, Cairo 11566, Egypt
关键词
reaction time; horizontal curves; naturalistic driving; driver behavior; autonomous vehicles; car following; aggressive driving; human factors; AVAILABLE SIGHT DISTANCE; DRIVING BEHAVIOR; MODEL; DELAY;
D O I
10.3390/su16146182
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study aims to examine the differences in drivers' reaction time (RTs) while driving on horizontal curves and straight roadway segments, among different driver classes, and in different driving environments to better understand human driver behavior in typical car-following situations. Therefore, behavioral measures were extracted from naturalistic car-following trajectories to estimate the RT. The RT was estimated for two stimulus-response pairs, namely, the speed-gap and relative speed-acceleration pairs, by using the cross-classification method. The RT was estimated separately for each driver and aggregated based on location and based on driver class. The results reveal that drivers' RTs on curves are consistently higher than their RTs on straight segments, and this difference is statistically significant. The comparison between normal drivers and aggressive drivers indicates that regardless of the location, aggressive drivers have a significantly longer RT than normal drivers, as aggressive drivers can accept closer gaps and higher relative speed. Also, cautious drivers have a longer RT compared with normal drivers; however, the difference is not significant in most cases. Furthermore, cautious and normal drivers have longer RTs on curves compared with their RTs on straight segments. Additionally, the RT on rural horizontal curves is longer than the RT on urban curves, yet the differences are insignificant.
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页数:16
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共 76 条
  • [1] AASHTO, 2011, A Policy on Geometric Design of Highways and Streets, P942
  • [2] Understanding the Dynamics of Heavy Vehicle Interactions in Car-Following
    Aghabayk, Kayvan
    Sarvi, Majid
    Young, William
    [J]. JOURNAL OF TRANSPORTATION ENGINEERING, 2012, 138 (12) : 1468 - 1475
  • [3] Ahemd K.I., 1999, Ph.D. Thesis
  • [4] ASYMPTOTIC THEORY OF CERTAIN GOODNESS OF FIT CRITERIA BASED ON STOCHASTIC PROCESSES
    ANDERSON, TW
    DARLING, DA
    [J]. ANNALS OF MATHEMATICAL STATISTICS, 1952, 23 (02): : 193 - 212
  • [5] Aycin M.F., 2004, P 83 TRB ANN M WASH
  • [6] DYNAMICAL MODEL OF TRAFFIC CONGESTION AND NUMERICAL-SIMULATION
    BANDO, M
    HASEBE, K
    NAKAYAMA, A
    SHIBATA, A
    SUGIYAMA, Y
    [J]. PHYSICAL REVIEW E, 1995, 51 (02): : 1035 - 1042
  • [7] The effect of cellular telephone conversation and music listening on response time in braking
    Bellinger, David B.
    Budde, Bradley M.
    Machida, Moe
    Richardson, Gary B.
    Berg, William P.
    [J]. TRANSPORTATION RESEARCH PART F-TRAFFIC PSYCHOLOGY AND BEHAVIOUR, 2009, 12 (06) : 441 - 451
  • [8] Campbell C.L., 2012, NCHRP Report 600: Human Factors Guidelines for Road Systems, V2nd ed.
  • [9] Modifications of the optimal velocity traffic model to include delay due to driver reaction time
    Davis, LC
    [J]. PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2003, 319 : 557 - 567
  • [10] A macro-model for traffic flow with consideration of driver's reaction time and distance
    Davoodi, Nooshin
    Soheili, Ali R.
    Hashemi, S. Mehdi
    [J]. NONLINEAR DYNAMICS, 2016, 83 (03) : 1621 - 1628