Traffic flow is modeled by a conservation law describing the density of cars. It is assumed that each driver chooses his own departure time in order to minimize the sum of a departure and an arrival cost. There are N groups of drivers, The i-th group consists of κi drivers, sharing the same departure and arrival costs ϕi(t),ψi(t). For any given population sizes κ1,...,κn, we prove the existence of a Nash equilibrium solution, where no driver can lower his own total cost by choosing a different departure time. The possible non-uniqueness, and a characterization of this Nash equilibrium solution, are also discussed.
Mots clés : scalar conservation law, Hamilton-Jacobi equation, Nash equilibrium
@article{COCV_2012__18_4_969_0, author = {Bressan, Alberto and Han, Ke}, title = {Nash equilibria for a model of traffic flow with several groups of drivers}, journal = {ESAIM: Control, Optimisation and Calculus of Variations}, pages = {969--986}, publisher = {EDP-Sciences}, volume = {18}, number = {4}, year = {2012}, doi = {10.1051/cocv/2011198}, mrnumber = {3019468}, zbl = {1262.35199}, language = {en}, url = {http://www.numdam.org/articles/10.1051/cocv/2011198/} }
TY - JOUR AU - Bressan, Alberto AU - Han, Ke TI - Nash equilibria for a model of traffic flow with several groups of drivers JO - ESAIM: Control, Optimisation and Calculus of Variations PY - 2012 SP - 969 EP - 986 VL - 18 IS - 4 PB - EDP-Sciences UR - http://www.numdam.org/articles/10.1051/cocv/2011198/ DO - 10.1051/cocv/2011198 LA - en ID - COCV_2012__18_4_969_0 ER -
%0 Journal Article %A Bressan, Alberto %A Han, Ke %T Nash equilibria for a model of traffic flow with several groups of drivers %J ESAIM: Control, Optimisation and Calculus of Variations %D 2012 %P 969-986 %V 18 %N 4 %I EDP-Sciences %U http://www.numdam.org/articles/10.1051/cocv/2011198/ %R 10.1051/cocv/2011198 %G en %F COCV_2012__18_4_969_0
Bressan, Alberto; Han, Ke. Nash equilibria for a model of traffic flow with several groups of drivers. ESAIM: Control, Optimisation and Calculus of Variations, Tome 18 (2012) no. 4, pp. 969-986. doi : 10.1051/cocv/2011198. http://www.numdam.org/articles/10.1051/cocv/2011198/
[1] Differential inclusions. Set-Valued Maps and Viability Theory. Springer-Verlag, Berlin (1984). | MR | Zbl
and ,[2] Optima and equilibria for a model of traffic flow. SIAM J. Math. Anal. 43 (2011) 2384-2417. | MR | Zbl
and ,[3] Approximation of set valued functions and fixed point theorems. Ann. Mat. Pura Appl. 82 (1969) 17-24. | MR | Zbl
,[4] Nonsmooth Analysis and Control Theory. Springer-Verlag, New York (1998). | MR | Zbl
, , and ,[5] Dynamic Optimization and Differential Games, Springer, New York (2010). | Zbl
,[6] Approximate network loading and dual-time-scale dynamic user equilibrium. Transp. Res. Part B (2010).
, , and ,[7] Combinatorial and continuous models for the optimization of traffic flows on networks. SIAM J. Optim. 16 (2006) 1155-1176. | MR | Zbl
, and ,[8] Traffic Flow on Networks. Conservation Laws Models. AIMS Series on Applied Mathematics, Springfield, Mo. (2006). | MR | Zbl
and ,[9] Optimal control for traffic flow networks. J. Optim. Theory Appl. 126 (2005) 589-616. | MR | Zbl
, , and ,[10] Instantaneous control for traffic flow. Math. Methods Appl. Sci. 30 (2007) 153-169. | MR | Zbl
, and ,[11] Partial Differential Equations, 2nd edition. American Mathematical Society, Providence, RI (2010). | Zbl
,[12] Hyperbolic systems of conservation laws II. Commun. Pure Appl. Math. 10 (1957) 537-566. | MR | Zbl
,[13] On kinematic waves. II. A theory of traffic flow on long crowded roads. Proc. R. Soc. Lond. Ser. A 229 (1955) 317-345. | MR | Zbl
and ,[14] Shock waves on the highway. Oper. Res. 4 (1956), 42-51. | MR
,[15] Shock waves and reaction-diffusion equations, 2nd edition. Springer-Verlag, New York (1994). | MR | Zbl
,Cité par Sources :