메뉴 건너뛰기




Volumn , Issue 2069, 2008, Pages 16-25

Modeling driver behavior within a signalized intersection approach decision-dilemma zone

Author keywords

[No Author keywords available]

Indexed keywords

DILEMMA ZONE; DRIVER AGE; DRIVER GENDER; DRIVER'S BEHAVIOR; FIELD TEST; HIGH SPEED SIGNALIZED INTERSECTIONS; MODEL DRIVERS; PERCEPTION REACTION TIME; SIGNALIZED INTERSECTION; STOP/GO DECISION;

EID: 61349145570     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2069-03     Document Type: Article
Times cited : (50)

References (19)
  • 1
    • 0027585565 scopus 로고
    • Traffic Signal Control for Isolated Intersections
    • and LHOVRA
    • Kronborg, P. MOVA and LHOVRA: Traffic Signal Control for Isolated Intersections. Traffic. Engineering and Control, Vol. 34, No. 4, 1993, pp. 195-200.
    • (1993) Traffic. Engineering and Control , vol.34 , Issue.4 , pp. 195-200
    • Kronborg, P.M.1
  • 4
    • 0022755163 scopus 로고
    • LHOVRA: A New Traffic Signal Control Strategy for Isolated Junctions
    • Peterson, A., T. Bergh, and K. Steen. LHOVRA: A New Traffic Signal Control Strategy for Isolated Junctions. Traffic Engineering and Control, Vol. 27, No. 7-8, 1986, pp. 388-389.
    • (1986) Traffic Engineering and Control , vol.27 , Issue.7-8 , pp. 388-389
    • Peterson, A.1    Bergh, T.2    Steen, K.3
  • 6
    • 85173173408 scopus 로고    scopus 로고
    • Bonneson, J. A., D. R. Middleton, K. H. Zimmerman, H. A. Charara, and M. M. Abbas. Intelligent Detection-ControlSystem for Rural Signalized Intersections. FHWA/TX-03/4022-2. Texas Transportation Institute, Texas A&M University, College Station, 2002.
    • Bonneson, J. A., D. R. Middleton, K. H. Zimmerman, H. A. Charara, and M. M. Abbas. Intelligent Detection-ControlSystem for Rural Signalized Intersections. FHWA/TX-03/4022-2. Texas Transportation Institute, Texas A&M University, College Station, 2002.
  • 7
    • 0008961196 scopus 로고
    • Brake Reaction Times of Unalerted Drivers
    • Taoka, G. T. Brake Reaction Times of Unalerted Drivers. ITE Journal, Vol. 59, No. 3, 1989, pp. 19-21.
    • (1989) ITE Journal , vol.59 , Issue.3 , pp. 19-21
    • Taoka, G.T.1
  • 8
    • 0000399596 scopus 로고    scopus 로고
    • How Long Does It Take to Stop? Methodological Analysis of Driver Perception-Brake Times
    • Green, M. How Long Does It Take to Stop? Methodological Analysis of Driver Perception-Brake Times. Transportation Human Factors, Vol. 2, No. 3, 2000, pp. 195-216.
    • (2000) Transportation Human Factors , vol.2 , Issue.3 , pp. 195-216
    • Green, M.1
  • 9
  • 11
    • 22544458826 scopus 로고    scopus 로고
    • Driver Perception Response Time During the Signal Change Interval
    • Goh, P.-K., and Y.-D. Wong. Driver Perception Response Time During the Signal Change Interval. Applied Health Economics and Health Policy, Vol. 3, No. 1, 2004, pp. 9-15.
    • (2004) Applied Health Economics and Health Policy , vol.3 , Issue.1 , pp. 9-15
    • Goh, P.-K.1    Wong, Y.-D.2
  • 12
    • 13144290469 scopus 로고    scopus 로고
    • Brake Reaction Times and Driver Behavior Analysis
    • Summala, H. Brake Reaction Times and Driver Behavior Analysis. Human Factors, Vol. 2, No. 3, 2000, pp. 217-226.
    • (2000) Human Factors , vol.2 , Issue.3 , pp. 217-226
    • Summala, H.1
  • 13
    • 33044484447 scopus 로고    scopus 로고
    • Perception-Braking Response Time of Unalerted Drivers at Signalized Intersections
    • Wong, Y.-D., and P.-K. Goh. Perception-Braking Response Time of Unalerted Drivers at Signalized Intersections. ITE Journal, Vol. 71, No. 6, 2001, pp. 73-76.
    • (2001) ITE Journal , vol.71 , Issue.6 , pp. 73-76
    • Wong, Y.-D.1    Goh, P.-K.2
  • 14
    • 0022250285 scopus 로고
    • Timing Traffic Signal Change Intervals Based on Driver Behavior
    • TRB, National Research Council, Washington, D.C
    • Chang, M.-S., C. J. Messer, and A. J. Santiago. Timing Traffic Signal Change Intervals Based on Driver Behavior. In Transportation Research Record 1027, TRB, National Research Council, Washington, D.C., 1985, pp. 20-30.
    • (1985) Transportation Research Record 1027 , pp. 20-30
    • Chang, M.-S.1    Messer, C.J.2    Santiago, A.J.3
  • 16
    • 0002534268 scopus 로고
    • Behavior During the Yellow Interval (Abridgment)
    • TRB, National Research Council, Washington, D.C
    • Williams, W. L. Driver Behavior During the Yellow Interval (Abridgment). In Transportation Research Record 644, TRB, National Research Council, Washington, D.C., 1977, pp. 75-78.
    • (1977) Transportation Research Record 644 , pp. 75-78
    • Williams, W.1    Driver, L.2
  • 17
    • 0022893116 scopus 로고
    • Drivers' Decision Making at Signalised Intersections: An Optimisation of the Yellow Timing
    • van der Horst, R., and A. Wilmink. Drivers' Decision Making at Signalised Intersections: An Optimisation of the Yellow Timing. Traffic Engineering and Control, Vol. 27, No. 12, 1986, pp. 615-617.
    • (1986) Traffic Engineering and Control , vol.27 , Issue.12 , pp. 615-617
    • van der Horst, R.1    Wilmink, A.2
  • 18
    • 40449142036 scopus 로고    scopus 로고
    • Effect of Amber Light Onset Time on Older and Younger Drivers' Perception Response Time and Intersection Behavior
    • Presented at, Washington, D.C
    • Caird, J. K. Effect of Amber Light Onset Time on Older and Younger Drivers' Perception Response Time and Intersection Behavior. Presented at 84th Annual Meeting of the Transportation Research Board, Washington, D.C., 2005.
    • (2005) 84th Annual Meeting of the Transportation Research Board
    • Caird, J.K.1
  • 19
    • 41849142346 scopus 로고    scopus 로고
    • Analysis of Brake PerceptionReaction Times on High-Speed Signalized Intersection Approaches
    • Toronto, Ontario, Canada, Sept. 17-20
    • Setti, J. R., H. Sakha, and I. El-Shawarby. Analysis of Brake PerceptionReaction Times on High-Speed Signalized Intersection Approaches. Proc., IEEE Intelligent Transportation Systems Conference. Toronto, Ontario, Canada, Sept. 17-20, 2006.
    • (2006) Proc., IEEE Intelligent Transportation Systems Conference
    • Setti, J.R.1    Sakha, H.2    El-Shawarby, I.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.