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Volumn 37, Issue 4, 2003, Pages 323-344

Dynamic dilemma zone based on driver behavior and car-following model at highway-rail intersections

Author keywords

Car following model; Dilemma zone; Four quadrant gate highway rail intersections; Gate operation time

Indexed keywords

AUTOMOBILE DRIVERS; INTERSECTIONS; MATHEMATICAL MODELS; SPEED CONTROL;

EID: 0037401811     PISSN: 01912615     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0191-2615(02)00014-0     Document Type: Article
Times cited : (38)

References (13)
  • 1
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    • American Association of State Highway and Transportation Officials (AASHTO), Washington, DC
    • American Association of State Highway and Transportation Officials (AASHTO), 1994. A policy on geometric design of highways and streets, Washington, DC.
    • (1994) A Policy on Geometric Design of Highways and Streets
  • 4
    • 0012743955 scopus 로고
    • Driver judgement and error during the amber period at traffic lights
    • Crawford, A., 1962. Driver judgement and error during the amber period at traffic lights. Ergonomics 5, 298-304.
    • (1962) Ergonomics , vol.5 , pp. 298-304
    • Crawford, A.1
  • 5
    • 0001554997 scopus 로고
    • The problem of the amber signal light in traffic flow
    • Gazis, D., Herman, R., Maradudin, A., 1960. The problem of the amber signal light in traffic flow. Operations Research 8, 112-132.
    • (1960) Operations Research , vol.8 , pp. 112-132
    • Gazis, D.1    Herman, R.2    Maradudin, A.3
  • 6
    • 0001543786 scopus 로고
    • Problem of the amber signal light
    • Herman, R., 1963. Problem of the amber signal light. Traffic Engineering and Control 5, 298-304.
    • (1963) Traffic Engineering and Control , vol.5 , pp. 298-304
    • Herman, R.1
  • 8
    • 0011889473 scopus 로고
    • ITE Technical Committee 4A-16, Institute of Transportation Engineers (ITE) Journal
    • ITE Technical Committee 4A-16, 1985. Determining Vehicle Change Intervals. Institute of Transportation Engineers (ITE) Journal, 61-64.
    • (1985) Determining Vehicle Change Intervals , pp. 61-64
  • 9
    • 0004063211 scopus 로고
    • Prentice-Hall, Englewood Cliffs, New Jersey
    • May, A.D., 1990. Traffic Flow Fundamentals. Prentice-Hall, Englewood Cliffs, New Jersey.
    • (1990) Traffic Flow Fundamentals
    • May, A.D.1
  • 11
    • 0015331189 scopus 로고
    • Deceleration levels and clearance times associated with the amber phase of traffic signals
    • Olson, P.L., Rothery, R.W., 1972. Deceleration levels and clearance times associated with the amber phase of traffic signals. Traffic Engineering 42, 16-19.
    • (1972) Traffic Engineering , vol.42 , pp. 16-19
    • Olson, P.L.1    Rothery, R.W.2
  • 12
    • 0019527642 scopus 로고
    • A model of driver behavior at high-speed signalized intersections
    • Sheffi, Y., Mahmassani, H., 1981. A model of driver behavior at high-speed signalized intersections. Transportation Science 15, 50-61.
    • (1981) Transportation Science , vol.15 , pp. 50-61
    • Sheffi, Y.1    Mahmassani, H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.