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@article{MM_2017_29_9_a8, author = {M. A. Trapeznikova and A. A. Chechina and N. G. Churbanova}, title = {Two-dimensional cellular automata model for simulation of traffic flows on the elements of city road network}, journal = {Matemati\v{c}eskoe modelirovanie}, pages = {110--120}, publisher = {mathdoc}, volume = {29}, number = {9}, year = {2017}, language = {ru}, url = {http://geodesic.mathdoc.fr/item/MM_2017_29_9_a8/} }
TY - JOUR AU - M. A. Trapeznikova AU - A. A. Chechina AU - N. G. Churbanova TI - Two-dimensional cellular automata model for simulation of traffic flows on the elements of city road network JO - Matematičeskoe modelirovanie PY - 2017 SP - 110 EP - 120 VL - 29 IS - 9 PB - mathdoc UR - http://geodesic.mathdoc.fr/item/MM_2017_29_9_a8/ LA - ru ID - MM_2017_29_9_a8 ER -
%0 Journal Article %A M. A. Trapeznikova %A A. A. Chechina %A N. G. Churbanova %T Two-dimensional cellular automata model for simulation of traffic flows on the elements of city road network %J Matematičeskoe modelirovanie %D 2017 %P 110-120 %V 29 %N 9 %I mathdoc %U http://geodesic.mathdoc.fr/item/MM_2017_29_9_a8/ %G ru %F MM_2017_29_9_a8
M. A. Trapeznikova; A. A. Chechina; N. G. Churbanova. Two-dimensional cellular automata model for simulation of traffic flows on the elements of city road network. Matematičeskoe modelirovanie, Tome 29 (2017) no. 9, pp. 110-120. http://geodesic.mathdoc.fr/item/MM_2017_29_9_a8/
[1] Nagel K., Schreckenberg M., “A Cellular automaton model for freeway traffic”, J. Phys. I France, 2 (1992), 2221–2229 | DOI
[2] Barlovic R., Santen L., Schadschneider A., Schreckenberg M., “Metastable states in cellular automata for traffic flow”, Eur. Phys. J. B, 5 (1998), 793–800 | DOI
[3] Kerner B., Klenov S., Schreckenberg M., “Simple cellular automaton model for traffic breakdown, highway capacity, and synchronized flow”, Phys. Rev. E, 2011, 046110, 84
[4] Kerner B., Klenov S., Hermanns G., Schreckenberg M., “Effect of driver over-acceleration on traffic breakdown in three-phase cellular automaton traffic flow models”, Physica A: Statistical Mechanics and its Applications, 392 (2013), 4083–4105 | DOI | MR
[5] Yang H., Lu J., Hu X., Jiang J., “A cellular automaton model based on empirical observations of a driver's oscillation behavior reproducing the findings from Kerner's three-phase traffic theory”, Physica A: Statistical Mechanics and its Applications, 392 (2013), 4009–4018 | DOI | MR
[6] Chmura T., Herz B., Knorr F., Pitz T., Schreckenberg M., “A simple stochastic cellular automaton for synchronized traffic flow”, Physica A: Statistical Mechanics and its Applications, 405 (2014), 332–337 | DOI | MR
[7] Li X., Sun J.-Q., “Effects of turning and through lane sharing on traffic performance at intersections”, Physica A: Statistical Mechanics and its Applications, 444 (2016), 622–640 | DOI | MR
[8] Gao K., Jiang R., Wang B.-H., Wu Q.-S., “Discontinuous transition from free flow to synchronized flow induced by short-range interaction between vehicles in a three-phase traffic flow model”, Physica A: Statistical Mech. and its Appl., 388:15–16 (2009), 3233–3243 | DOI
[9] Larraga M. E., Alvarez-Icaza L., “Cellular automaton model for traffic flow based on safe driving policies and human reactions”, Physica A: Statistical Mechanics and its Applications, 389:23 (2010), 5425–5438 | DOI | MR
[10] Combinido J. S. L., Lim M. T., “Modeling U-turn traffic flow”, Physica A: Statistical Mechanics and its Applications, 389:17 (2010), 3640–3647 | DOI
[11] Zhu H. B., “Numerical study of urban traffic flow with dedicated bus lane and intermittent bus lane”, Physica A: Statistical Mechanics and its Appl., 389:16 (2010), 3134–3139 | DOI
[12] Vasic J., Heather J., Ruskin H. J., “Cellular automata simulation of traffic including cars and bicycles”, Physica A: Statistical Mechanics and its Appl., 391:8 (2012), 2720–2729 | DOI
[13] Nagel K., Wolf D. E., Wagner P., Simon P., “Two-lane traffic rules for cellular automata: A systematic approach”, Physical Review E, 58:2 (1998) | DOI | MR
[14] Ruskin H. J., Wang R., “Modeling Traffic Flow at an Urban Unsignalized Intersection”, ICCS 2002, LNCS, 2329, eds. P.M.A. Sloot et al., Springer-Verlag, Berlin–Heidelberg, 2002, 381–390 | Zbl
[15] Moussaa N., Daoudia A. K., “Numerical study of two classes of cellular automaton models for traffic flow on a two-lane roadway”, Eur. Phys. J. B, 31 (2003), 413–420 | DOI
[16] Appert-Rolland C., Boisberranger J. D., “Macroscopic relaxation after on-ramps in real data and in cellular automata simulations”, Transportation Res. Part C: Emerging Technologies, 34 (2013), 162–175 | DOI
[17] Lakouari N., Bentaleb K., Ez-Zahraouy H., Benyoussef A., “Correlation velocities in heterogeneous bidirectional cellular automata traffic flow”, Physica A: Statistical Mechanics and its Applications, 439 (2015), 132–141 | DOI | MR
[18] Trapeznikova M. A., Furmanov I. R., Churbanova N. G., Lipp R., “Simulating Multilane Traffic Flows Based on Cellular Automata Theory”, Mathematical Models and Computer Simulations, 4:1 (2012), 53–61 | DOI | MR | Zbl
[19] M.A. Trapeznikova, A.A. Chechina, N.G. Churbanova, D.B. Poliakov, “Matematicheskoe modelirovanie potokov avtotransporta na osnove makro- i mikroskopicheskikh podkhodov”, Vestnik AGTU Ser.: Upravlenie, vychislitelnaia tekhnika i informatika, 2014, no. 1, 130–139
[20] Karamzin Iu. N., Trapeznikova M. A., Chetverushkin B. N., Churbanova N. G., “Dvumernaia model avtomobilnykh potokov”, Matematicheskoe modelirovanie, 2006, no. 6, 85–95
[21] Helbing D., Treiber M., “Numerical simulation of macroscopic traffic equations”, Computing in Science Engineering, 1999, September/October, 89–99 | DOI