参考文献/References:
[1] 美国交通研究委员会编.道路通行能力手册(1985年版).任福田等译.北京:中国建筑工业出版社,1991.405~447
[2] Drew D R.Traffic flow theory and control.New York:Mcgraw-Hill,1968.10~50
[3] Harders J.The capacity of unsignalized urban intersection.In:Harders J,eds.Forschung Stra β enbau und Stra β enverkehrstechnik,Heft 76 (in German).Bonn:Forschungsbericht,1968.1~26
[4] Troutbect R J.Average delay at an unsignalized intersection with two-major streams each having a dichotomized headway distribution.Transportation Science,1986,20(4):272~286
[5] Troutbect R J.Unsignalized intersection and roundabouts in Australia:recent development.In:Brilon W,eds.Intersection without traffic signals.Berlin:Spring-Verlag,1991.238~257
[6] Cowan R J.An extension of Tanner’s results on uncontrolled intersection:clarification of some issues.Queuing System,1987(1):249~263
[7] Al-Masaeid H R.Capacity of one-way yield-controlled intersections.Transportation Research Record,1995(1484):9~15
[8] Hagring O.A further generalization of Tanner’s formula.Transportation Research—Part B,1998,32(6):423~429
[9] 常玉林,王炜,曹洪.主路车流服从Erlang分布下支路通行能力研究.东南大学学报,1998,28(3):98~102