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王欣,李文权,王炜.基于驾驶行为共性的回波速度解释及仿真[J].东南大学学报,2007,37(4):691-694.WANG Xin,U Wenquan,WANG Wei.Interpreting and emulating echo wave speed based on common characteristics of driving behavior[J].Journal of Southeast University,2007,37(4):691-494.[2] ZHANG H M.Driver memory,traffic viscosity and a viscous vehicular traffic flow model[J].Transportation Research,Part B,2003,37(1):27-41.[3] ZHANG H M,KIM T.A car-following theory for muhiphase vehicular traffic flow[J].Transportation Research,Part B,2005,39 (5):385-399.[4] NAGATANI T.Traffic behavior in a mixture of different vehicles[J].Physica A,2000,284:405-420.[5] NAGATANI T.Multiple jamming transitions in traffic flow[J].Physica A,2000,290:501-511.[6] NAGAI R,ONOUCHI T,NAGATANI T.Phase separation and evolution of one pulse jam in traffic[J].Physica A,2005,354:571-581.[7] KERNER B S.Synchronized flow as a new traffic phase and related problems for traffic flow modeling[J].Mathematical and Computer Modelling,2002,35:481-508.[8] KERNER B S,KLENOV S L.Prebabilistic breakdown phenomenon at on-ramp bottlenecks in threo-phase traffic theory:congestion nucleation in spatially non-homogeneous traffic[J].Physica A,2006,364:473-492.[9] HELBING D,HENNECKE A,SHVETSOV V,et aLl.Macroscopic traffic simulation based on a gas-kinetic,non-local traffic model[J].Transportation Research,Part B,2001,35 (2):183-211.[10] LEVINEE,ZIV G,GRAY L,et al.Traffic jams and ordering far from thermal equilibrium[J].Physica A,2004,340:636-646[11] NAGEL K.Particle hopping models and traffic flow theories[J].Physical Review E,1996,53 (5):4655-4672.[12] SIMON P M,NAGEL K.Simplified cellular automaton model for city traffic[J].Physical Review E,1998,58 (2):1 286-1 295.[13] NING Wu.A new approach for modeling of Fundamental Diagrams[J].Transportation Research,Part A,2002,36 (10):867-884.[14] CASTILLO J M Del,BENITEZ F G.On the functional form of the speed-density relationship-Ⅰ:general theory[J].Transportation Research,Part B,1995,29(5):373-389.[15] CASTILLO J M Del,BENITEZ F G.On the functional form of the speod-density relationship-Ⅱ:empirical investigation[J].Transportation Research,Part B,1995,29(5):391-406.[16] EDIE L C.Car following and steady-state theory for non-congested traffic[J].Operations Research,1961,9(1):66-76.[17] FORBES T W.Human factor considerations in traffic flow theory[J].Highway Research Record,1963,15:60-66.[18] BANDO M,HASEBE K,NAKANISHI K,et al.Analysis of optimal velocity model with explicit delay[J].Physical Review E,1998,58 (5):5429-5435[19] DAVIS L C.Comment on analysis of optimal velocity model with explicit delay[J].Physical Review E,2002,66 (3):038101-1-038101-2.[20] DAVIS L C.Modifications of the optimal velocity traffic model to include delay due to driver[J].Physica A,2003,319:557-567.[21] TREIBER M,KESTING A,HELBING D.Delays,inaccuracies and anticipation in microscopic traffic models[J].Physica A,2006,360:71-88[22] GIPPS P G.A behavioral car following model for computer simulation[J].Transportation Research B,1981,15(2):105-111.[23] BRACKSTONE M,SULTAN B,MCDONALD M.Motorway driver behaviour:studies on car following[J].Transportation Research,Part F,2002,5 (1):31-46.
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