Distribution of the maximum number of opposed turns in a signal cycle at fixed time traffic signals-Reference-Cited by-同舟云学术

Distribution of the maximum number of opposed turns in a signal cycle at fixed time traffic signals

Published:1998-08 Issue:6 Volume:32 Page:373-386
ISSN:0191-2615
Container-title:Transportation Research Part B: Methodological
language:en
Short-container-title:Transportation Research Part B: Methodological

Author:

Mung Gregory K.S.,Poon Antonio C.K.,Lam William H.K.,Ip W.C.

Publisher

Elsevier BV

Subject

Management Science and Operations Research,Transportation,Civil and Structural Engineering

Reference11 articles.

1. Opposed turns at signalized intersections: the Australian method;Akcelik;Institute of Transportation Engineers Journal,1989

2. Sur l’emploie du Théorème de Bernoulli pour faciliter le calcul d’une infinité de coefficients. Application au problème de l’attente à un guichet;Borel;Compt. Rend. Académie Des Sciences Paris,1942

3. Feller, W. (1968) An introduction to probability theory and its applications, Vol. I, 3rd edn, pp. 38–43. John Wiley & Sons, Inc., New York.

4. Some modified gap acceptance formulae;Gipps;Proceedings of the Australian Road Research Board,1982

5. Right turn movement at signalized intersection;Gordon;Proceedings of the Australian Road Research Board,1966

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