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Volumn 33, Issue 3-4, 1999, Pages 291-304

Limited priority merge at unsignalized intersections

Author keywords

[No Author keywords available]

Indexed keywords

GAP ACCEPTANCE MODEL; LIMITED PRIORITY MERGE; MERGING TRAFFIC; UNSIGNALIZED INTERSECTIONS;

EID: 0032599801     PISSN: 09658564     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0965-8564(98)00046-9     Document Type: Article
Times cited : (94)

References (13)
  • 1
    • 0004135616 scopus 로고    scopus 로고
    • ARRB Transportation Research Ltd., Vermont South, Victoria
    • Akçelik, R., Besley, M., 1996. SIDRA 5 User Guide. ARRB Transportation Research Ltd., Vermont South, Victoria.
    • (1996) SIDRA 5 User Guide
    • Akçelik, R.1    Besley, M.2
  • 4
    • 0016625919 scopus 로고
    • Useful headway models
    • Cowan R.J. Useful headway models. Transportation Research. 9(6):1975;371-375.
    • (1975) Transportation Research , vol.9 , Issue.6 , pp. 371-375
    • Cowan, R.J.1
  • 6
    • 0030141268 scopus 로고    scopus 로고
    • The use of the Cowan M3 distribution for modeling roundabout flow
    • Hagring O. The use of the Cowan M3 distribution for modeling roundabout flow. Traffic Engineering & Control. 37(5):1996;328-332.
    • (1996) Traffic Engineering & Control , vol.37 , Issue.5 , pp. 328-332
    • Hagring, O.1
  • 7
    • 85040157665 scopus 로고
    • The Traffic Capacity of Roundabouts
    • Transport and Road Research Laboratory, Crowthorne, United Kingdom
    • Kimber, R.M., 1980. The Traffic Capacity of Roundabouts. TRRL Laboratory Report 942. Transport and Road Research Laboratory, Crowthorne, United Kingdom.
    • (1980) TRRL Laboratory Report 942
    • Kimber, R.M.1
  • 8
    • 0024663372 scopus 로고
    • Gap-acceptance and empiricism in capacity prediction
    • Kimber R.M. Gap-acceptance and empiricism in capacity prediction. Transportation Science. 23(2):1989;100-111.
    • (1989) Transportation Science , vol.23 , Issue.2 , pp. 100-111
    • Kimber, R.M.1
  • 9
    • 0028460664 scopus 로고
    • The use of Cowan's M3 headway distribution for modelling urban traffic
    • Sullivan D.P., Troutbeck R.J. The use of Cowan's M3 headway distribution for modelling urban traffic. Traffic Engineering & Control. 35(7-8):1994;445-450.
    • (1994) Traffic Engineering & Control , vol.35 , Issue.78 , pp. 445-450
    • Sullivan, D.P.1    Troutbeck, R.J.2
  • 10
    • 0022809832 scopus 로고
    • Average delay at an unsignalised intersection with two major streams each having a dichotomised headway distribution
    • Troutbeck R.J. Average delay at an unsignalised intersection with two major streams each having a dichotomised headway distribution. Transportation Science. 20(4):1986;272-286.
    • (1986) Transportation Science , vol.20 , Issue.4 , pp. 272-286
    • Troutbeck, R.J.1
  • 11
    • 0005444517 scopus 로고
    • Evaluating the Performance of a Roundabout
    • Australian Road Research Board, Vermont South, Victoria
    • Troutbeck, R.J., 1989. Evaluating the Performance of a Roundabout. ARRB Special Report 45, Australian Road Research Board, Vermont South, Victoria.
    • (1989) ARRB Special Report 45
    • Troutbeck, R.J.1
  • 13
    • 0039411530 scopus 로고
    • The Capacity of a Limited Priority Merge
    • Queensland University of Technology, Brisbane
    • Troutbeck, R.J., 1995. The Capacity of a Limited Priority Merge. Physical Infrastructure Centre Research Report 95-8, Queensland University of Technology, Brisbane.
    • (1995) Physical Infrastructure Centre Research Report 95-8
    • Troutbeck, R.J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.