A reverse causal-effect modeling approach for signal control of an oversaturated intersection

Transportation Research Part C: Emerging Technologies

Volumn 16, Issue 6, 2008, Pages 742-754

  Liu, Hongchao ^a   Balke, Kevin N ^b   Lin, Wei Hua ^c  

^a Texas Tech University   (United States)

^b TEXAS A AND M UNIVERSITY SYSTEM   (United States)

^c University of Arizona   (United States)

Author keywords

Optimization models; Traffic signals

Indexed keywords

CALCULATIONS; COMPUTATIONAL EFFICIENCY; CURVE FITTING; DIFFERENTIATION (CALCULUS); FUNCTIONS; LINEAR PROGRAMMING; TRAFFIC CONTROL; TRAFFIC SIGNALS;

CAUSE AND EFFECTS; CONTINUOUS FUNCTIONS; FREEWAY BOTTLENECKS; OPERATIONAL CONSTRAINTS; OPTIMIZATION MODELS; SIGNAL CONTROL; SIGNALIZED INTERSECTION; STEP FUNCTIONS;

DYNAMIC PROGRAMMING;

ALGORITHM; MODELING; NUMERICAL METHOD; OPTIMIZATION; ROAD TRANSPORT; SIGNAL; TRAFFIC CONGESTION; TRANSPORTATION SYSTEM;

EID: 52049102242     PISSN: 0968090X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.trc.2008.03.003     Document Type: Article

References (17)

1. Abu-Lebdeh G., and Benekohal R.F. Genetic algorithm for traffic signal control and queue management of oversaturated two-way arterials. Transportation Research Record 1727 (2000) 61-67
2. Chang T.H., and Lin J.T. Optimal signal timing for an oversaturated intersection. Transportation Research Part B 34 6 (2000) 471-491
3. Chang T.-H., and Sun G.Y. Modeling and optimization of an oversaturated signalized network. Transportation Research Part B 38 8 (2004) 687-707
4. Gazis D.C. Optimal control of a system of oversaturated intersections. Operations Research 12 (1964) 815-831
5. Gazis, D.C., Potts, R.B., 1965. The oversaturated intersections. In: Proceedings of the Second International Symposium on the Theory of Road Traffic Flow, pp. 221-237.
6. Green D.H. Control of oversaturated intersections. Operations Research 18 2 (1967) 161-173
7. Hale, D., 2006. Traffic Network Study Tool - TRANSYT-7F, United States Version. McTrans Center in the University of Florida, Gainesville, Florida.
8. Li H., and Prevedouros P.D. Traffic adaptive control for oversaturated isolated intersections: model development and simulation testing. Journal of Transportation Engineering 130 5 (2004) 594-601
9. Lieberman E.B., Chang J., and Prassas E.S. Formulation of real-time control policy for oversaturated arterials. Transportation Research Record 1727 (2000) 68-78
10. Lo H.K., and Chow A.H. Control strategies for oversaturated traffic. Journal of Transportation Engineering 130 4 (2004) 466-478
11. Michalopoulos P.G., and Stephanopoulos G. Oversaturated signal systems with queue length constraints - I single intersections. Transportation Research 11 (1977) 413-421
12. Michalopoulos P.G., and Stephanopoulos G. Oversaturated signal systems with queue length constraints - II systems of intersections. Transportation Research 11 (1977) 423-428
13. Newell, G.F., 1989. Theory of highway traffic signals. Research Report UCB-ITS-CN-89-1. University of California at Berkeley.
14. Park B., Messer C.J., and Urbanik II T. Traffic signal optimization program for oversaturated conditions: genetic algorithm approach. Transportation Research Record 1683 (1999) 133-142
15. Shepherd, S.P., 1992. A review of traffic signal control. ITS Working Paper 349. University of Leeds, Institute for Transport Studies, UK.
16. Transportation Research Board (TRB), 2000. Highway capacity manual. Special Report No. 209. National Research Council, Washington, DC.
17. Wood, K., 1993. Urban traffic control, systems review. Project Report 41. Transport and Road Research Laboratory, Crowthorne, Berkshire, UK.