Two-way green wave optimization control method of artery based on partitioned model
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Li Wang | Wei-wei Guo | Xiao-ming Liu | Li Wang | Ke Pan | Weiwei Guo | Xiao-Ming Liu | Dan Wu | Dan Wu | Ke Pan
[1] Stephen F. Smith,et al. Schedule-driven intersection control , 2012 .
[2] Xiangxu Meng,et al. An Area Traffic Control Algorithm Based on Multi-group Partition , 2008, 2008 International Symposium on Information Science and Engineering.
[3] Dirk Helbing,et al. Self-control of traffic lights and vehicle flows in urban road networks , 2008, 0802.0403.
[4] Nathan H. Gartner,et al. A multi-band approach to arterial traffic signal optimization , 1991 .
[5] Jalal Eddin Aghazadeh Heris,et al. Modified genetic algorithm for solving n-queens problem , 2014, 2014 Iranian Conference on Intelligent Systems (ICIS).
[6] John D. C. Little,et al. MAXBAND : a versatile program for setting signals on arteries and triangular networks , 1981 .
[7] Lu Shoufeng,et al. Revised MAXBAND Model for Bandwidth Optimization of Traffic Flow Dispersion , 2008, 2008 ISECS International Colloquium on Computing, Communication, Control, and Management.
[8] John D. C. Little,et al. MAXBAND: A PROGRAM FOR SETTING SIGNALS ON ARTERIES AND TRIANGULAR NETWORKS , 1981 .
[9] P J Wilkes,et al. URBAN TRAFFIC CONTROL , 1979 .
[10] ShiMing Wang,et al. A green wave band model considering variable queue clearance time , 2012, Proceedings of the 10th World Congress on Intelligent Control and Automation.
[11] Wu Wenxiang,et al. Optimization Method of Intersection Signal Coordinated Control Based on Vehicle Actuated Model , 2015 .