[1] Du Y, Wu J, Jia Y, et al.An Improved Regional Traffic Volume Dynamic Feedback Control[J]. International Journal of Software Engineering and Knowledge Engineering (S0218-1940), 2016, 26(09n10): 1539-1554. [2] Xu M, Wu J, Huang L, et al.Network-wide traffic signal control based on the discovery of critical nodes and deep reinforcement learning[J]. Journal of Intelligent Transportation Systems (S1547-2450), 2019: 1-10. [3] Wu J, Brackstone M, Mcdonald M.The validation of a microscopic simulation model: a methodological case study[J]. Transportation Research Part C: Emerging Technologies (S0968-090X), 2003, 11(6): 463-479. [4] Lopez P A, Behrisch M, Bieker-Walz L, et al.Microscopic Traffic Simulation using SUMO[C]. 2018 21st International Conference on Intelligent Transportation Systems (ITSC). USA: IEEE, 2018: 2575-2582. [5] Gipps P G.A behavioural car-following model for computer simulation[J]. Transportation Research Part B: Methodological (S0191-2615), 1981, 15(2): 105-111. [6] Newell G F.A simplified car-following theory: a lower order model[J]. Transportation Research Part B: Methodological (S0191-2615), 2002, 36(3): 195-205. [7] Yu S, Shi Z.An improved car-following model considering relative velocity fluctuation[J]. Communications in Nonlinear Science and Numerical Simulation (S1007-5704), 2016, 36: 319-326. [8] Tang T Q, Zhang J, Chen L, et al.Analysis of vehicle‘s safety envelope under car-following model[J]. Physica A: Statistical Mechanics and its Applications (S0378-4371), 2017, 474: 127-133. [9] Liu M, Zeng W, Chen P, et al.A microscopic simulation model for pedestrian-pedestrian and pedestrian-vehicle interactions at crosswalks[J]. PLOS ONE (S1932-6203), 2017, 12(7): e0180992. [10] Lu L, Ren G, Wang W, et al.A cellular automaton simulation model for pedestrian and vehicle interaction behaviors at unsignalized mid-block crosswalks[J]. Accident Analysis & Prevention (S0001-4575), 2016, 95: 425-437. [11] Zeng W, Chen P, Yu G, et al.Specification and calibration of a microscopic model for pedestrian dynamic simulation at signalized intersections: A hybrid approach[J]. Transportation Research Part C: Emerging Technologies (S0968-090X), 2017, 80: 37-70. [12] Tingkai W, Shanyu T, Peiyuan P.3D urban traffic system simulation based on geo-data[C]. ITRE 2004. 2nd International Conference Information Technology: Research and Education. UK: IEEE, 2004: 59-63. [13] Qi G, Du Y, Wu J, et al.What is the Appropriate Temporal Distance Range for Driving Style Analysis?[J]. IEEE Transactions on Intelligent Transportation Systems (S1524-9050), 2016, 17(5): 1393-1403. [14] Best A, Narang S, Pasqualin L, et al.Autonovi-sim: Autonomous vehicle simulation platform with weather, sensing, and traffic control[C]. Proceedings of the IEEE Conference on Computer Vision and Pattern Recognition Workshops. US: IEEE, 2018: 1048-1056. [15] Jin S, Alagbe J A, Ma D.Drivers' Phone Use Behavior at Red Traffic Signals[J]. IEEE Intelligent Transportation Systems Magazine (S1939-1390), 2019: 1. [16] Peng Hanhui, Zhang Cunbao, Shi Yonghui, et al.Effects of Red Signals Countdown on Vehicle Clearance Time at Intersection[J]. Journal of Wuhan University of Technology (Transportation Science & Engineering), 2016, 40(3): 540-543,549. [17] Chiou Y C, Chang C H.Driver responses to green and red vehicular signal countdown displays: Safety and efficiency aspects[J]. Accident Analysis & Prevention (S0001-4575), 2010, 42(4): 1057-1065. [18] Yang Jingshuai, Sun Zhengyi, Wang Wenliang et al. Influence of Red Signal Countdown Display on the First Vehicle Start-up Delay[J]. Journal of Wuhan University of Technology (Transportation Science & Engineering), 2015, 39(1): 16-20. [19] Limanond T, Chookerd S, Roubtonglang N.Effects of countdown timers on queue discharge characteristics of through movement at a signalized intersection[J]. Transportation Research Part C: Emerging Technologies (S0968-090X), 2009, 17(6): 662-671. |