4Allen D P,et al. Effect of bicycles on capacity of signalized intersections [J]. TRR, 1998,1646 : 87 - 95. 被引量:1
5Yoassry M, Elzohariy, Rahim F Benekohal. Comparison of the 1994 and the 1997 HCM clelay modeJs for pretimed under saturated intersections[ C ]//79th TRB Annual Meeting, 2000. 被引量:1
6Transportation Research Board. Highway capacity manual [ R ]. Washington D C: National Research Council, 2000. 被引量:1
7Rouphail N M, Eads B S. Pedestrian impedance of turning-movement saturation flow rates: Comparison of simulation, analytical and field observations [ C ] // TRB. Transportation Research Record 1578. Washington DC: TRB, 1998:56-63. 被引量:1
8Akcelik R, Chung E. Calibration of the bunched expo- nential distribution of arrival headways [ J ]. Road & Transport Research, 1994, 3 ( 1 ) : 42 - 59. 被引量:1
9McShane W, Roess R P. Basic principles of intersection signalization, Traffic Engineering (2nd Edition), Prentice Hall, Inc, 1998. 被引量:1
10Koppa R J. Traffic flow theory, a state of the art report [R]. National Research Council, Washington. D. C.revised 1999. 被引量:1