[1] Pipes L A.An operational analysis of traffic dynamics[J].Journal of applied physics, 1953, 24(3): 274-281. [2]Brackstone M,McDonald M.Carfollowing:A historical review[J].Transportation research part F,1999,2(4):181-196. [3]Gazis D C, Herman R, Rothery R W. Nonlinear followtheleader models of traffic flow[J]. Operations Research, 1961, 4(9): 545-567.[4]Seddon P A. A program for simulating the dispersion of platoons of road traffic[J]. Simulation, 1972, 18(3): 81-90.[5]Ahmed K I. Modeling Drivers’ Acceleration and Lane Changing Behavior[J]. Doctor of science, Massachusetts Institute of Technology, February, 1999. [6]Maerivoet S. Modelling Traffic on Motorways: StateoftheArt, Numerical Data Analysis, and Dynamic Traffic Assignment[J].Departement elektrotechniek EsatSCD (SISTA), Katholieke Universiteit Leuven, June, 2006.[7]Aron M. Car following in an urban network: simulation and experiments[C]. In: Proceedings of seminar D of 16th PTRC meeting, 1988, 27-39.[8]Ozaki H. Reaction and anticipation in the carfollowing behavior[C]. In: Proceedings of the 12th International Symposium on the Theory of Traffic Flow and Transportation, Daganzo C F (Ed.), Elsevier, New York, 1993, 349-366.[9]Treiber M, Hennecke A, Helbing D. Congested traffic states in empirical observations and microscopic simulations[J]. Rev. E, 62(2): 1805-1824.[10] Treiber M, Hennecke A, Helbing D. Microscopic simulation of congested traffic[C]. In: Traffic and Granular Flow 99, Springer, Helbing D, Herrmann H J, Schreckenberg M, et al. (Eds.), Berlin, 2000, 365-376.[11]Bando M,Hasebe K,Nakayama A,et al.Dynamical model of traffic congestion and numerical simulation[C]. Physical Review E, 1995, 51(2): 1035-1042.[12]Bando M, Hasebe K, Nakanishi K, et al. Analysis of optimal velocity model with explicit delay[J]. Phys. Rev. E, 1998, 58(5): 5429-5435. [13]Hasebe K,Nakayama A,Sugiyama Y.Dynamical model of a cooperative driving system for freeway traffic[J]. Physical review E, 2003, 68: 026102-1-026102-6.[14]Nakayama A, Hasebe K, Sugiyama Y. Instability of pedestrian flow and phase structure in a twodimensional optimal velocity model[J]. Physical Review E, 2005, 71: 036121-1-036121-11.[15]Koshi M, Iwasaki M, Ohkura I. Some findings and an overview of vehicular flow characteristics[C]. In: Proceeding of The 8th International Symposium on Transportation Traffic Theory, University of Toronto, 1983, 403-426. [16]Davis L C. Comment on analysis of optimal velocity model with explicit delay[J]. Phys. Rev. E, 2002, 66(3): 038101. [17]Kometani E, Sasaki T. On the stability of traffic flow[J]. Journal of Operations Research Japan, 1958, 2(1): 11-26. [18]Wilson R E. An analysis of gipps’s carfollowing model of highway traffic[J]. IMA Journal of Applied Mathematics, 2001, 66(5): 509-537. [19]Gipps P G. A behavioural carfollowing model for computer simulation[J]. Transportation Research Part B, 1981, 15(2) 105-111.[20]Gipps P G. Multsim: A model for simulating vehicular traffic on multilane arterial roads[J]. Mathematics and Computers in Simulation 1986, 28(4) : 291-295. [21]Kraus S. Microscopic Modeling of Traffic Flow: Investigation of Collision Free Vehicle Dynamics[D]. Ph.D. Thesis, MathematischNaturwissenschaftlichen Fakult?t, Der Universit?t zu Koln, April, 1998. [22]Nagatani T. Clustering of cars in cellular automaton model of freeway traffic[J]. Journal of the physical society of Japan, 1993, 62(11): 3837-3840. [23]Maerivoet S, Moor B D. Cellular automata models of road traffic[J]. Physics Reports, 2005, 419(1): 1-64.[24]Gazis D C. The origins of traffic theory[J]. Operations Research, 2002, 50(1): 69-77.[25]Chandler R,Herman R,Montroll E.Traffic dynamics:Studies in car following[J].Operation Research,1958,6(2):165-184. [26]Herman R, Potts R B. Single lane traffic theory and experiment[C]. In: Proceedings of the Symposium on Theory of Traffic Flow, Elsevier, 1959, 147-157.[27]Hoefs D H. Entwicklung einer Messmethode uber den Bewegungsablauf des Kolonnenverrkehrs[D]. Universität Karlsruhe, Germany, 1972.[28]Treiterer J, Myers J A. The hysteresis phenomenon in traffic flow[C]. In: Proceedings of the Sixth International Symposium on Transportation and Traffic Theory, 1974, 13-38.[29]Newell G F. Nonlinear effects in the dynamics of carfollowing[J]. Operations Research, 1961, 9(2): 209-229.[30]Mehmood A, Easa S M. Modeling reaction time in carfollowing behaviour based on human factors[J]. International Journal of Engineering and Applied Science, 2009, 5(2): 93-101.[31]School C N D. The Master of Your Driving: Textbook of Rules and Etiquiette[R], Chubu Nippon Driver School, 2010. [32]Tadaki S, Kikuchi M, Sugiyama Y, et al. Coupled map traffic flow simulator based on optimal velocity functions[J]. Journal of the physical society of Japan, 1998, 67(7): 2270-2276. [33]Sugiyama Y, Fukui M, Kikuchi M, et al. Traffic jams without bottlenecks—experimental evidence for the physical mechanism of the formation of a jam[J]. New Journal of Physics, 2008, 10(3): 033001. |