A quasi-dynamic robust control scheme for signalized intersections

Journal of Intelligent Transportation Systems: Technology, Planning, and Operations

Volumn 15, Issue 4, 2011, Pages 223-233

  Lin, Wei Hua ^a   Lo, Hong K ^b   Xiao, Lin ^b  

^a University of Arizona   (United States)

^b HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

Signalized Intersections; Traffic Control; Traffic Signal Control

Indexed keywords

CONTROL SCHEMES; CONTROL STRATEGIES; CYCLE LENGTH; DYNAMIC CONTROLS; FINITE SET; INPUT DATAS; RANDOM FLUCTUATION; ROBUST CONTROL SCHEME; SIGNAL TIMING PLAN; SIGNALIZED INTERSECTION; STABLE CYCLES; SYSTEM DELAY; SYSTEM OPTIMUM; SYSTEMATIC CHANGES; TIMING PLANS; TRAFFIC SIGNAL CONTROL;

QUEUEING THEORY; STREET TRAFFIC CONTROL; TRAFFIC CONTROL;

TRAFFIC SIGNALS;

DATA QUALITY; OPTIMIZATION; SIGNAL; TRAFFIC MANAGEMENT;

EID: 84857263320     PISSN: 15472450     EISSN: 15472442     Source Type: Journal    
DOI: 10.1080/15472450.2011.620490     Document Type: Article

References (19)

1. Chang, T.-H.,&Lin, J.-T. (2000). Optimal signal timing for an oversaturated intersection. Transportation Research Part B, 34, 471-491. (Pubitemid 30391129)
2. Chow, A. H. F., & Lo, H. K. (2007). Sensitivity analysis of signal control with physical queuing: Delay derivatives and an application. Transportation Research Part B, 41, 462-477. (Pubitemid 44914650)
3. Diakaki, C., Dinopoulou, V., Aboudolas, K., Papageorgiou, M., Ben- Shabat, E., . . . Leibov, A. (2003). Extensions and new applications of the traffic signal control strategy TUC. Transportation Research Record, 1856, 202-216.
4. Diakaki, C., Papageorgiou, M., & Aboudolas, K. (2002). A multivariable regulator approach to traffic responsive network-wide signal control. Control Engineering Practice, 10, 183-195. (Pubitemid 34143790)
5. Gazis, D. C. (1964). Optimum control of a system of oversaturated intersections. Operations Research, 12, 815-831.
6. Heidemann, D. (1994). Queue length and delay distributions at traffic signals. Transportation Research, Part B, 28, 377-389.
7. Kosmatopoulos, E., Papageorgiou, M., Bielefeldt, C., Dinopoulou, V., Morris, R., Mueck, J., . . . Weichenmeier, F. (2006). International comparative field evaluation of a traffic responsive signal control strategy in three cities. Transportation Research, Part A, 40, 399-413. (Pubitemid 43257295)
8. Lin, W. H., & Lo, H. K. (2007). Queue management for arterials with closely spaced intersections. Proceedings of the 12th International Conference of Hong Kong Society for Transportation Studies, 611-620.
9. Liu, H, Balke, K. N.,&Lin,W. H. (2008). A reverse causal-effect modeling approach for signal control of an oversaturated intersection. Transportation Research, Part C, 16, 742-754.
10. Lo, H. K. (1999). A novel traffic signal control formulation. Transportation Research, Part A, 33, 433-448. (Pubitemid 29423244)
11. Lo, H. K. (2001). A cell-based traffic control formulation: Strategies and benefits of dynamic timing plans. Transportation Science, 35, 148-164. (Pubitemid 32840021)
12. Lo, H. K. (2006). A reliability framework for traffic signal control. IEEE Transactions on Intelligent Transportation Systems, 7, 250-260. (Pubitemid 44144060)
13. Lo, H. K., Chang, E., & Chan, Y. C. (2001). Dynamic network traffic control. Transportation Research, Part A, 35, 721-744. (Pubitemid 32782281)
14. Lo, H. K., & Chow, A. H. F. (2004). Control strategies for oversaturated traffic. ASCE Journal of Transportation Engineering, 130, 466-478. (Pubitemid 38945768)
15. Miller, A. (1963). Setting for fixed cycle signals. Operations Research, 14, 373-386.
16. Newell, G. F. (1989). Theory of highway traffic signals. University of California, Berkeley, CA: Institute of Transportation Studies.
17. Newell, G. F. (1998). The rolling horizon scheme of traffic signal control. Transportation Research, Part A, 32(1), 39-44. (Pubitemid 128406705)
18. Sharma,A., Bullock,D.M.,&Bonneson, J. A. (2007). Input-output and hybrid techniques for real-time prediction of delay and maximum queue length at signalized intersections. Transportation Research Record, 2035, 69-80. (Pubitemid 351268639)
19. Viloria, F., Courage, K., & Avery, D. (2000). Comparison of queuelength models at signalized intersections. Transportation Research Record, 1710, 222-230. (Pubitemid 32790685)