论文信息 - An analysis of pedestrian queueing

An analysis of pedestrian queueing

This paper considers the steady state queueing properties of pedestrians who are delayed by traffic on a main road. It is assumed that the size of the gap between two successive cars dete rmines the probability that an individual pedestrian or a group of pedestrians will cross. The technique of imbedded Markov chains yields many new results as well as some previously found , by co mbinatorial methods by Tanner in 1951.

George H. Weiss

[1] Robert M. Oliver,et al. Queuing for Gaps in High Flow Traffic Streams , 1962 .

[2] William S Jewell. WAITING FOR A GAP IN TRAFFIC , 1961 .

[3] M. S. Raff,et al. The Distribution of Blocks in an Uncongested Stream of Automobile Traffic , 1951 .

[4] F. Garwood,et al. An Application of the Theory of Probability to the Operation of Vehicular-Controlled Traffic Signals , 1940 .

[5] Walter L. Smith. Renewal Theory and its Ramifications , 1958 .

[6] Alan J. Mayne,et al. Some further results in the theory of pedestrians and road traffic , 1954 .

[7] George H. Weiss,et al. Comments on the Highway-Crossing Problem , 1961 .

[8] J. Tanner,et al. THE DELAY TO PEDESTRIANS CROSSING A ROAD , 1951 .

[9] R. R. P. Jackson,et al. Introduction to the Theory of Queues , 1963 .

[10] P A Perchonok,et al. APPLICATION OF DIGITAL SIMULATION TECHNIQUES TO FREEWAY ON- RAMP TRAFFIC OPERATIONS , 1960 .

[11] Robert M. Oliver,et al. Distribution of Gaps and Blocks in a Traffic Stream , 1962 .

[12] A. Maradudin,et al. Some Problems in Traffic Delay , 1962 .

[13] W. F. Adams. Road Traffic Considered as a Random Series , 1950 .