Optimal signal timing for an oversaturated intersection

Transportation Research Part B: Methodological

Volumn 34, Issue 6, 2000, Pages 471-491

  Chang, Tang Hsien ^a   Lin, Jen Ting ^a  

^a TAMKANG UNIVERSITY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; INTERSECTIONS; MATHEMATICAL MODELS; OPTIMIZATION; STREET TRAFFIC CONTROL;

OPTIMAL SIGNAL TIMING;

MOTOR TRANSPORTATION;

METHODOLOGY; TRAFFIC CONGESTION; TRAFFIC MANAGEMENT; TRANSPORTATION PLANNING;

EID: 0034083169     PISSN: 01912615     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0191-2615(99)00034-X     Document Type: Article

References (23)

1. TRANSYT-7F, 1991. User Guide, Methodology for Optimizing Signal Timing, vol. 4. Transportation Research Center, University of Florida.
2. TRANSYT-7F, 1987. User's Manual, Release 5.0. Federal Highway Administration.
3. Allsop R.E. Delay at a fixed time traffic signal I: theoretical analysis. Transportation Science. 6(3):1972;260-285.
4. Anderson, B.D.O., Moore, J.B., 1990. Optimal Control-Linear Quadratic Methods. Prentice-Hall, Englewood Cliffs, NJ.
5. Burhardt, K.K., 1971. Urban traffic system optimization. Ph.D. Dissertation, University of Minnesota, Minneapolis, Minnesota.
6. Cronje W.B. Optimization model for isolated signalized traffic intersections. Transportation Research Record. 905:1983;80-83.
7. Dans G., Gazis D.C. Optimal control of oversaturated store-and-forward transportation networks. Transportation Science. 10(1):1976;1-19.
8. Elahi S.M., Radwan A.E., Goul K.M. Knowledge-based system for adaptive traffic signal control. Transportation Research Record. 1324:1991;115-122.
9. Gartner N.H., Stamatiadis C., Tarnoff P.J. Development of advanced traffic signal control strategies for intelligent transportation systems: Multilevel design. Transportation Research Record. 1494:1995;98-105.
10. Gazis D.C. Optimal control of a system of oversaturated intersections. Operations Research. 12:1964;815-831.
11. Gazis, D.C., Potts, R.B., 1965. The oversaturated intersection. In: Proceedings of the Second International Symposium on the Theory of Road Traffic Flow. Organization for Economic Cooperation and Development, Paris, pp. 221-237.
12. Green D.H. Control of oversaturated intersections. Operational Research Quarterly. 18(2):1968;161-173.
13. 1985. Highway capacity manual. Special Report 209. Transportation Research Board, National Research Council.
14. Kaltenbach, M., Koivo, H.N., 1974. Modelling and control of urban traffic flow. In: Proceedings of the Joint Automatic Control Conference. University of Texas, Houston, Texas, pp. 147-154.
15. Kuo, B.C., 1991. Automatic Control Systems, 6th ed. Prentice-Hall, Englewood Cliffs, NJ.
16. Luenberger, D.G., 1979. Introduction to Dynamic Systems: Theory, Models, & Applications. Wiley, Chichester.
17. May, A.D., Jr., 1965. traffic flow theory - the traffic engineer's challenge. In: Proceedings of the Institute Traffic Engineering. pp. 290-303.
18. Michalopoulos P.G., Stephanopolos G. Oversaturated signal system with queue length constraints-I. Transportation Research. 11:1977;413-421.
19. Michalopoulos, P.G., Stephanopolos, G., May 1978. Optimal control of oversaturated intersections theoretical and practical considerations. In: Traffic Engineering & Control. pp. 216-221.
20. Newell, G.F. 1982. Applications of Queuing Theory, 2nd ed. Chapman & Hall, London, England, pp. 287-300.
21. SOAP 84, 1985. User's Manual. Federal Highway Administration.
22. Tarnoff, P.J., Parsonson, P.S., 1981. Selecting traffic signal control at individual intersections. NCHRP Report 233, TRB.
23. Webster, F.V., 1958. Traffic signal settings. road research technical paper, No.39, Great Britain Road Research Laboratory, London.