On the Microscopic Modeling of Vehicular Traffic on General Networks
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[1] Emiliano Cristiani,et al. On the micro-to-macro limit for first-order traffic flow models on networks , 2016, Networks Heterog. Media.
[2] Rinaldo M. Colombo,et al. Hyperbolic Phase Transitions in Traffic Flow , 2003, SIAM J. Appl. Math..
[3] Francesca Marcellini. Existence of solutions to a boundary value problem for a phase transition traffic model , 2017, Networks Heterog. Media.
[4] Axel Klar,et al. Derivation of Continuum Traffic Flow Models from Microscopic Follow-the-Leader Models , 2002, SIAM J. Appl. Math..
[5] Wei-Hua Lin,et al. Investigating Braess' Paradox with Time-Dependent Queues , 2009, Transp. Sci..
[6] Anna Nagurney,et al. The Internet, evolutionary variational inequalities, and the time-dependent Braess paradox , 2007, Comput. Manag. Sci..
[7] Michel Rascle,et al. Resurrection of "Second Order" Models of Traffic Flow , 2000, SIAM J. Appl. Math..
[8] Helge Holden,et al. Follow-the-Leader models can be viewed as a numerical approximation to the Lighthill-Whitham-Richards model for traffic flow , 2018, Networks Heterog. Media.
[9] P. I. Richards. Shock Waves on the Highway , 1956 .
[10] Dietrich Braess,et al. Über ein Paradoxon aus der Verkehrsplanung , 1968, Unternehmensforschung.
[11] M J Lighthill,et al. On kinematic waves II. A theory of traffic flow on long crowded roads , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[12] Tim Roughgarden,et al. Selfish routing and the price of anarchy , 2005 .
[13] Alexandre M. Bayen,et al. A General Phase Transition Model for Vehicular Traffic , 2011, SIAM J. Appl. Math..
[14] M. Rosini,et al. Rigorous Derivation of Nonlinear Scalar Conservation Laws from Follow-the-Leader Type Models via Many Particle Limit , 2014, 1404.7062.
[15] Rinaldo M. Colombo,et al. On the Braess Paradox with Nonlinear Dynamics and Control Theory , 2017, J. Optim. Theory Appl..
[16] R. Colombo,et al. A mixed ODE–PDE model for vehicular traffic , 2014, 1402.5097.
[17] Mauro Garavello,et al. Models for vehicular traffic on networks , 2016 .
[18] R. Colombo,et al. A CLASS OF NONLOCAL MODELS FOR PEDESTRIAN TRAFFIC , 2011, 1104.2985.
[19] D. Gazis,et al. Nonlinear Follow-the-Leader Models of Traffic Flow , 1961 .
[20] B. Piccoli,et al. COUPLING OF MICROSCOPIC AND MACROSCOPIC TRAFFIC MODELS AT BOUNDARIES , 2010 .
[21] Anna Nagurney,et al. Preface to "On a Paradox of Traffic Planning" , 2005, Transp. Sci..
[22] M J Lighthill,et al. ON KINEMATIC WAVES.. , 1955 .
[23] Mike Nicholls,et al. On the internet , 2004, Biological Psychiatry.
[24] H. Holden,et al. A mathematical model of traffic flow on a network of unidirectional roads , 1995 .
[25] Walter Knödel,et al. Graphentheoretische Methoden und ihre Anwendungen , 1969 .
[26] Helge Holden,et al. The continuum limit of Follow-the-Leader models - a short proof , 2017 .
[27] Rinaldo M. Colombo,et al. A 2-Phase Traffic Model Based on a Speed Bound , 2010, SIAM J. Appl. Math..
[28] Rinaldo M. Colombo,et al. A traffic model aware of real time data , 2014, 1411.2251.
[29] Ke Han,et al. Optima and Equilibria for a Model of Traffic Flow , 2011, SIAM J. Math. Anal..
[30] A. Bressan,et al. Nash equilibria for a model of traffic flow with several groups of drivers , 2012 .
[31] Anna Nagurney,et al. On a Paradox of Traffic Planning , 2005, Transp. Sci..
[32] Emiliano Cristiani,et al. Comparing comparisons between vehicular traffic states in microscopic and macroscopic first-order models , 2018, Mathematical Methods in the Applied Sciences.
[33] Andreas Schadschneider,et al. Braess paradox in a network with stochastic dynamics and fixed strategies , 2018, Physica A: Statistical Mechanics and its Applications.
[34] Paola Goatin,et al. The Aw-Rascle vehicular traffic flow model with phase transitions , 2006, Math. Comput. Model..