[1] |
General Administration of Qualityand Technical Supervision. National Standards of People’s Republic of China: Road Traffic Signs and Markings (GB 5768-1999)[S]. Beijing: Standards Press of China, 1999.(in Chinese)
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[2] |
General Administration of Quality and Technical Supervision. National Standard Road Traffic Signs and Markings of the People’s Republic of China (Part 3): Road Traffic Markings (GB 5768.3-2009)[S]. Beijing: Standards Press of China, 2009.(in Chinese)
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[3] |
CHEN Y H, BAI Q W, WEI X Y. Departure processes model for left-turn lanes on waiting area[J]. Journal of Transportation Systems Engineering and Information Technology, 2014, 14(1): 174-179.(in Chinese)
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[4] |
XUAN Y, DAGANZO C F, CASSIDY M J. Increasing the capacity of signalized intersections with separateleft turn phases[J]. Transportation Research Part B: Methodol, 2011, 45:769-781.
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[5] |
JIANG X G, ZHANG G P, BAI W,et al. Safety evaluation of signalized intersections with left-turn waiting area in China[J]. Accident Analysis & Prevention, 2016, 95(Pt B): 461-469.
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[6] |
LIU P, WAN J, WANG W, et al. Evaluating the impacts of unconventional outside left-turn lane design on traffic operations at signalized intersections[J]. Transportation Research Record, 2011, 2257:62-70.
|
[7] |
MA W J, LIU Y, ZHAO J, WU N. Increasing thecapacity of signalized intersections with left-turn waiting areas[J]. Transportation Research Part A, 2017, 105:181-196.
|
[8] |
SUN D Z. Using micro-simulation VISSIM to study the effectiveness of left-turn waiting area implementation[J]. Applied Mechanics and Materials, 2018, 876:187-191.
|
[9] |
ZHAO X J, HAN Y, YAO J. Effect of waiting area for vehicle emissions[J]. China Water Transport, 2015, 15(12): 160-162.(in Chinese)
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[10] |
MESSER C J, FAMBRO D B. Effect of signal phasing and length of left-turn bay on capacity[C]// 56th Transportation Research Board Annual Meeting. Washington DC: Transportation Research Board, 1977.
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[11] |
AL-KAISY A F, STEWART J A. New approach for developing warrants of protected left-turn phase at signalized intersections[J]. Transportation Research Part A, 2001, 35(6): 561-574.
|
[12] |
YAN X D, RADWAN E. Effect of restricted sight distances on driver behaviors during unprotected left-turn phase at signalized intersections[J]. Transportation Research Part F Traffic Psychology & Behaviour, 2007, 10(4): 330-344.
|
[13] |
LIN F B. Saturation flow and capacity of shared permissive left-turn lane[J]. Journal of Transportation Engineering, 1992, 118(5): 611-630.
|
[14] |
EASA S M, ALI M Z A. Modified guidelines for left-turn lane geometry at intersections[J]. Journal of Transportation Engineering, 2005, 131(9): 677-688.
|
[15] |
ZHANG Yunlong, TONG Jiaxin. Modeling left-turn blockage and capacity at signalized intersection with short left-turn bay[J]. Transportation Research Record: Journal of the Transportation Research Board, 2008, 2071: 71-76.
|
[16] |
CHANG T H, SUN G Y. Modeling and optimization of an oversaturated signalized network[J]. Transportation Research Part B Methodological, 2004, 38(8): 687-707.
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[17] |
ZHAO L, PENG X S, LI L,et al. A fast signal timing algorithm for individual oversaturated intersections[J]. IEEE Transactions on Intelligent Transportation Systems, 2011, 12(1): 280-283.
|
[18] |
ZHU H B, LEI L, DAI S Q. Two-lane traffic simulations with a blockage induced by an accident car[J]. Physica A Statistical Mechanics & Its Applications, 2009, 388(14): 2903-2910.
|
[19] |
KRONPRASERT N, KIKUCHI S. Determining lengths of left-turn lanes at signalized intersections under different left-turn signal schemes[J]. Transportation Research Record: Journal of the Transportation Research Board, 2010, 2195(2195): 70-81.
|
[20] |
QI Y G,GUO L, YU L, TENG H L. Estimation of design lengths of left-turn lanes[J]. Journal of Transportation Engineering, 2012, 138(3): 274-283.
|
[21] |
IMPROTA G, CANTARELLA G E. Control system design for an individual signalized junction[J]. Transportation Research Part B Methodological, 1984, 18(2):147-167.
|
[22] |
GALLIVAN S, HEYDECKER B. Optimizing the control performance of traffic signals at a single junction[J]. Transportation Research Part B Methodological, 1988, 22(5): 357-370.
|
[23] |
SILCOCK J P. Designing signal-controlled junctions for group-based operation[J]. Transportation Research Part A Policy & Practice, 1997, 31(2): 157-173.
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[24] |
FOY M D, BENEKOHAL R F, GOLDBERG D E. Signal timing determination using genetic algorithms[J]. Transportation Research Record: Journal of the Transportation Research Board, 1992, 1365: 108-115.
|
[25] |
PARK B. Traffic signal optimization program for oversaturated conditions:Genetic algorithm approach[J]. Transportation Research Record: Journal of the Transportation Research Board, 1999, 1683(1): 133-142.
|
[26] |
CEYLAN H, BELL M G H. Traffic signal timing optimization based on genetic algorithm approach, including drivers’ routing[J]. Transportation Research Part B Methodological, 2004, 38(4):329-342.
|
[27] |
MU F F, ZHANG H Z. Signaltiming optimization at single-point intersection based on genetic algorithm[J]. Journal of University of Shanghai for Science and Technology, 2015, 37(6): 600-604.(in Chinese)
|
[28] |
LI X, LIU Y, ZHOU J,et al. An optimization model of traffic signal cooperative timing based on improved GA[J]. Industrial Instrumentation & Automation, 2017(4):125-130. (in Chinese)
|
[29] |
MURAT Y S, GEDIZLIOGLU E. A fuzzy logic multi-phased signal control model for isolated junctions[J]. Transportation Research Part C, 2005, 13(1): 19-36.
|
[30] |
CHEN C, WONG C K, HEYDECKER B G. Adaptive traffic signal control using approximate dynamic programming[J]. Transportation Research Part C, 2009, 17(5): 456-474.
|
[31] |
TEODOROVI?倢 D, VARADARAJAN V, POPOVIC' J,et al. Dynamic programming-neural network real-time traffic adaptive signal control algorithm[J]. Annals of Operations Research, 2006, 143(1): 123-131.
|
[32] |
ZHU X N, LONG B. Bi-level programming model of timingoptimization for multiple bus priority intersection[J]. Journal of Traffic and Transportation Engineering, 2014, 14(1):103-111.(in Chinese)
|
[33] |
JIANG Y, LI S, SHAMO D E. A platoon-based traffic signal timing algorithm for major-minor intersection types[J]. Transportation Research Part B Methodological, 2006, 40(7): 543-562.
|
[34] |
TIAN Z Z, WU N. Probabilistic model for signalized intersectioncapacity with a short right-turn lane[J]. Journal of Transportation Engineering, 2006, 132(3):205-212.
|
[35] |
HUANG H Q. Application and simulation of signal timing method based on multi-objective joint optimization[J]. Journal of Guangxi University of Science and Technology, 2018, 29(3): 102-107.(in Chinese)
|
[36] |
SHU L Z, WU J, WANG C. Urban traffic signal control based on deep reinforcement learning[J]. Journal of Computer Applications, 2019, 39(5): 1495-1499.(in Chinese)
|
[37] |
LAM W H K, POON A C K, MUNG G K S. Integrated model for lane-use and signal-phase designs[J]. Journal of Transportation Engineering, 1997, 123(2):114-122.
|
[38] |
WONG C K, WONG S C. Lane-based optimization of signal timings for isolated junctions[J]. Transportation Research Part B Methodological, 2003, 37(1): 63-84.
|
[39] |
WONG C K, HEYDECKER B G. Optimal allocation of turns to lanes at an isolated signal-controlled junction[J]. Transportation Research Part B Methodological, 2011, 45(4): 667-681.
|
[40] |
JANSON B N, FINOCHIO M R. Estimation of de facto left-turn lanes at signalized intersections[C]// Traffic Flow Theory and Highway Capacity. Washington DC: Transportation Research Board, 2001: 100-105.
|
[41] |
BONNESON J A. Lane volume and saturation flow rate for multilane intersection approach[J]. Journal of Transportation Engineering, 1998, 124(3): 240-245.
|
[42] |
ZHOU Y P, ZHUANG H B. Traffic performance in signalized intersection with shared lane and left-turn waiting area established[J]. Journal of Transportation Engineering, 2012, 138(7): 852-862.
|
[43] |
WEBSTER F V. Traffic signal settings[C]// Road Research Technical Paper No. 39. London: Road Research Laboratory, 1958.)
|
[1] |
General Administration of Qualityand Technical Supervision. National Standards of People’s Republic of China: Road Traffic Signs and Markings (GB 5768-1999)[S]. Beijing: Standards Press of China, 1999.(in Chinese)
|
[2] |
General Administration of Quality and Technical Supervision. National Standard Road Traffic Signs and Markings of the People’s Republic of China (Part 3): Road Traffic Markings (GB 5768.3-2009)[S]. Beijing: Standards Press of China, 2009.(in Chinese)
|
[3] |
CHEN Y H, BAI Q W, WEI X Y. Departure processes model for left-turn lanes on waiting area[J]. Journal of Transportation Systems Engineering and Information Technology, 2014, 14(1): 174-179.(in Chinese)
|
[4] |
XUAN Y, DAGANZO C F, CASSIDY M J. Increasing the capacity of signalized intersections with separateleft turn phases[J]. Transportation Research Part B: Methodol, 2011, 45:769-781.
|
[5] |
JIANG X G, ZHANG G P, BAI W,et al. Safety evaluation of signalized intersections with left-turn waiting area in China[J]. Accident Analysis & Prevention, 2016, 95(Pt B): 461-469.
|
[6] |
LIU P, WAN J, WANG W, et al. Evaluating the impacts of unconventional outside left-turn lane design on traffic operations at signalized intersections[J]. Transportation Research Record, 2011, 2257:62-70.
|
[7] |
MA W J, LIU Y, ZHAO J, WU N. Increasing thecapacity of signalized intersections with left-turn waiting areas[J]. Transportation Research Part A, 2017, 105:181-196.
|
[8] |
SUN D Z. Using micro-simulation VISSIM to study the effectiveness of left-turn waiting area implementation[J]. Applied Mechanics and Materials, 2018, 876:187-191.
|
[9] |
ZHAO X J, HAN Y, YAO J. Effect of waiting area for vehicle emissions[J]. China Water Transport, 2015, 15(12): 160-162.(in Chinese)
|
[10] |
MESSER C J, FAMBRO D B. Effect of signal phasing and length of left-turn bay on capacity[C]// 56th Transportation Research Board Annual Meeting. Washington DC: Transportation Research Board, 1977.
|
[11] |
AL-KAISY A F, STEWART J A. New approach for developing warrants of protected left-turn phase at signalized intersections[J]. Transportation Research Part A, 2001, 35(6): 561-574.
|
[12] |
YAN X D, RADWAN E. Effect of restricted sight distances on driver behaviors during unprotected left-turn phase at signalized intersections[J]. Transportation Research Part F Traffic Psychology & Behaviour, 2007, 10(4): 330-344.
|
[13] |
LIN F B. Saturation flow and capacity of shared permissive left-turn lane[J]. Journal of Transportation Engineering, 1992, 118(5): 611-630.
|
[14] |
EASA S M, ALI M Z A. Modified guidelines for left-turn lane geometry at intersections[J]. Journal of Transportation Engineering, 2005, 131(9): 677-688.
|
[15] |
ZHANG Yunlong, TONG Jiaxin. Modeling left-turn blockage and capacity at signalized intersection with short left-turn bay[J]. Transportation Research Record: Journal of the Transportation Research Board, 2008, 2071: 71-76.
|
[16] |
CHANG T H, SUN G Y. Modeling and optimization of an oversaturated signalized network[J]. Transportation Research Part B Methodological, 2004, 38(8): 687-707.
|
[17] |
ZHAO L, PENG X S, LI L,et al. A fast signal timing algorithm for individual oversaturated intersections[J]. IEEE Transactions on Intelligent Transportation Systems, 2011, 12(1): 280-283.
|
[18] |
ZHU H B, LEI L, DAI S Q. Two-lane traffic simulations with a blockage induced by an accident car[J]. Physica A Statistical Mechanics & Its Applications, 2009, 388(14): 2903-2910.
|
[19] |
KRONPRASERT N, KIKUCHI S. Determining lengths of left-turn lanes at signalized intersections under different left-turn signal schemes[J]. Transportation Research Record: Journal of the Transportation Research Board, 2010, 2195(2195): 70-81.
|
[20] |
QI Y G,GUO L, YU L, TENG H L. Estimation of design lengths of left-turn lanes[J]. Journal of Transportation Engineering, 2012, 138(3): 274-283.
|
[21] |
IMPROTA G, CANTARELLA G E. Control system design for an individual signalized junction[J]. Transportation Research Part B Methodological, 1984, 18(2):147-167.
|
[22] |
GALLIVAN S, HEYDECKER B. Optimizing the control performance of traffic signals at a single junction[J]. Transportation Research Part B Methodological, 1988, 22(5): 357-370.
|
[23] |
SILCOCK J P. Designing signal-controlled junctions for group-based operation[J]. Transportation Research Part A Policy & Practice, 1997, 31(2): 157-173.
|
[24] |
FOY M D, BENEKOHAL R F, GOLDBERG D E. Signal timing determination using genetic algorithms[J]. Transportation Research Record: Journal of the Transportation Research Board, 1992, 1365: 108-115.
|
[25] |
PARK B. Traffic signal optimization program for oversaturated conditions:Genetic algorithm approach[J]. Transportation Research Record: Journal of the Transportation Research Board, 1999, 1683(1): 133-142.
|
[26] |
CEYLAN H, BELL M G H. Traffic signal timing optimization based on genetic algorithm approach, including drivers’ routing[J]. Transportation Research Part B Methodological, 2004, 38(4):329-342.
|
[27] |
MU F F, ZHANG H Z. Signaltiming optimization at single-point intersection based on genetic algorithm[J]. Journal of University of Shanghai for Science and Technology, 2015, 37(6): 600-604.(in Chinese)
|
[28] |
LI X, LIU Y, ZHOU J,et al. An optimization model of traffic signal cooperative timing based on improved GA[J]. Industrial Instrumentation & Automation, 2017(4):125-130. (in Chinese)
|
[29] |
MURAT Y S, GEDIZLIOGLU E. A fuzzy logic multi-phased signal control model for isolated junctions[J]. Transportation Research Part C, 2005, 13(1): 19-36.
|
[30] |
CHEN C, WONG C K, HEYDECKER B G. Adaptive traffic signal control using approximate dynamic programming[J]. Transportation Research Part C, 2009, 17(5): 456-474.
|
[31] |
TEODOROVI?倢 D, VARADARAJAN V, POPOVIC' J,et al. Dynamic programming-neural network real-time traffic adaptive signal control algorithm[J]. Annals of Operations Research, 2006, 143(1): 123-131.
|
[32] |
ZHU X N, LONG B. Bi-level programming model of timingoptimization for multiple bus priority intersection[J]. Journal of Traffic and Transportation Engineering, 2014, 14(1):103-111.(in Chinese)
|
[33] |
JIANG Y, LI S, SHAMO D E. A platoon-based traffic signal timing algorithm for major-minor intersection types[J]. Transportation Research Part B Methodological, 2006, 40(7): 543-562.
|
[34] |
TIAN Z Z, WU N. Probabilistic model for signalized intersectioncapacity with a short right-turn lane[J]. Journal of Transportation Engineering, 2006, 132(3):205-212.
|
[35] |
HUANG H Q. Application and simulation of signal timing method based on multi-objective joint optimization[J]. Journal of Guangxi University of Science and Technology, 2018, 29(3): 102-107.(in Chinese)
|
[36] |
SHU L Z, WU J, WANG C. Urban traffic signal control based on deep reinforcement learning[J]. Journal of Computer Applications, 2019, 39(5): 1495-1499.(in Chinese)
|
[37] |
LAM W H K, POON A C K, MUNG G K S. Integrated model for lane-use and signal-phase designs[J]. Journal of Transportation Engineering, 1997, 123(2):114-122.
|
[38] |
WONG C K, WONG S C. Lane-based optimization of signal timings for isolated junctions[J]. Transportation Research Part B Methodological, 2003, 37(1): 63-84.
|
[39] |
WONG C K, HEYDECKER B G. Optimal allocation of turns to lanes at an isolated signal-controlled junction[J]. Transportation Research Part B Methodological, 2011, 45(4): 667-681.
|
[40] |
JANSON B N, FINOCHIO M R. Estimation of de facto left-turn lanes at signalized intersections[C]// Traffic Flow Theory and Highway Capacity. Washington DC: Transportation Research Board, 2001: 100-105.
|
[41] |
BONNESON J A. Lane volume and saturation flow rate for multilane intersection approach[J]. Journal of Transportation Engineering, 1998, 124(3): 240-245.
|
[42] |
ZHOU Y P, ZHUANG H B. Traffic performance in signalized intersection with shared lane and left-turn waiting area established[J]. Journal of Transportation Engineering, 2012, 138(7): 852-862.
|
[43] |
WEBSTER F V. Traffic signal settings[C]// Road Research Technical Paper No. 39. London: Road Research Laboratory, 1958.)
|