Dynamic network traffic control
暂无分享,去创建一个
Hong Kam Lo | Elbert Chang | Yiu-cho Chan | H. Lo | E. Chang | Y. Chan
[1] D J Quinn. A REVIEW OF QUEUE MANAGEMENT STRATEGIES , 1992 .
[2] S. Chandana Wirasinghe,et al. DETERMINATION OF TRAFFIC DELAYS FROM SHOCK-WAVE ANALYSIS , 1978 .
[3] David E. Goldberg,et al. SIGNAL TIMING DETERMINATION USING GENETIC ALGORITHMS , 1992 .
[4] Hong K. Lo,et al. A Cell-Based Traffic Control Formulation: Strategies and Benefits of Dynamic Timing Plans , 2001, Transp. Sci..
[5] P. I. Richards. Shock Waves on the Highway , 1956 .
[6] C E Wallace,et al. HYBRID GENETIC ALGORITHM TO OPTIMIZE SIGNAL PHASING AND TIMING , 1993 .
[7] R. Jayakrishnan,et al. Network Traffic Signal Optimization Formulation with Embedded Platoon Dispersion Simulation , 1999 .
[8] John D. C. Little,et al. MAXBAND : a versatile program for setting signals on arteries and triangular networks , 1981 .
[9] Gordon F. Newell. THEORY OF HIGHWAY TRAFFIC SIGNALS , 1989 .
[10] C. Daganzo. THE CELL TRANSMISSION MODEL.. , 1994 .
[11] G. F. Newell. A simplified theory of kinematic waves in highway traffic, part II: Queueing at freeway bottlenecks , 1993 .
[12] M J Lighthill,et al. ON KINEMATIC WAVES.. , 1955 .
[13] George Stephanopoulos,et al. Oversaturated signal systems with queue length constraints—I: Single intersection , 1977 .
[14] Hong Kam Lo,et al. A novel traffic signal control formulation , 1999 .
[15] J. Eddelbüttel,et al. A NEW ALGORITHM FOR OPTIMAL SIGNAL CONTROL IN CONGESTED NETWORKS , 1994 .
[16] Simon Shepherd,et al. Traffic control in over-saturated conditions , 1994 .
[17] D. Gazis. Optimum Control of a System of Oversaturated Intersections , 1964 .
[18] Wei-Hua Lin,et al. VALIDATING THE BASIC CELL TRANSMISSION MODEL ON A SINGLE FREEWAY LINK , 1995 .
[19] Carlos F. Daganzo,et al. THE CELL TRANSMISSION MODEL, PART II: NETWORK TRAFFIC , 1995 .
[20] D. L. Gerlough,et al. Traffic flow theory : a monograph , 1975 .
[21] Jean-Patrick Lebacque,et al. MACROSCOPIC TRAFFIC FLOW MODELS: A QUESTION OF ORDER , 1999 .
[22] Ghassan Abu-Lebdeh,et al. Development of Traffic Control and Queue Management Procedures for Oversaturated Arterials , 1997 .
[23] Gordon F. Newell,et al. A SIMPLIFIED THEORY OF KINEMATIC WAVES , 1991 .
[24] A. Rathi. A CONTROL SCHEME FOR HIGH TRAFFIC DENSITY SECTORS , 1988 .
[25] M. Lighthill,et al. On kinematic waves I. Flood movement in long rivers , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[26] A. S. Narasimha Murthy,et al. Transportation Engineering Basics , 1993 .
[27] Nathan H. Gartner,et al. A multi-band approach to arterial traffic signal optimization , 1991 .
[28] K Wood. URBAN TRAFFIC CONTROL : SYSTEMS REVIEW , 1993 .
[29] Hong Kam Lo,et al. California Transportation Management Centers Part 1. Assessment Of Existing Capabilities , 1993 .
[30] Hong Kam Lo,et al. CALIFORNIA TRANSPORTATION MANAGEMENT CENTERS.. , 1993 .
[31] Carlos F. Daganzo,et al. Predictability of Time-Dependent Traffic Backups and Other Reproducible Traits in Experimental Highway Data , 1999 .
[32] William R. McShane,et al. A review of pedestrian safety models for urban areas in Low and Middle Income Countries , 2016 .
[33] George Stephanopoulos,et al. Modelling and analysis of traffic queue dynamics at signalized intersections , 1979 .
[34] G. F. Newell. A simplified theory of kinematic waves in highway traffic, part I: General theory , 1993 .
[35] Gregory Stephanopoulos,et al. Modeling of Traffic Flow at Signalized Links , 1980 .
[36] J. Lebacque. THE GODUNOV SCHEME AND WHAT IT MEANS FOR FIRST ORDER TRAFFIC FLOW MODELS , 1996 .
[37] John D. C. Little,et al. MAXBAND: A PROGRAM FOR SETTING SIGNALS ON ARTERIES AND TRIANGULAR NETWORKS , 1981 .
[38] Kalyanmoy Deb,et al. Genetic Algorithms, Noise, and the Sizing of Populations , 1992, Complex Syst..
[39] Panos G Michalopoulus. ANALYSIS OF TRAFFIC FLOW AT COMPLEX CONGESTED ARTERIALS , 1988 .
[40] D. Gazis,et al. Optimal Control of Oversaturated Store-and-Forward Transportation Networks , 1976 .