On the role of source terms in continuum traffic flow models
暂无分享,去创建一个
[1] R. Colombo,et al. ON A CLASS OF HYPERBOLIC BALANCE LAWS , 2004 .
[2] A. Bressan. Hyperbolic Systems of Conservation Laws , 1999 .
[3] S. Bianchini. The semigroup generated by a Temple class system with non-convex flux function , 2000, Differential and Integral Equations.
[4] A. Klar,et al. Congestion on Multilane Highways , 2002, SIAM J. Appl. Math..
[5] Michel Rascle,et al. Resurrection of "Second Order" Models of Traffic Flow , 2000, SIAM J. Appl. Math..
[6] P. Lax. Hyperbolic systems of conservation laws II , 1957 .
[7] Dirk Helbing,et al. Micro- and Macrosimulation of Freeway Traffic , 2000 .
[8] Rinaldo M. Colombo,et al. Dynamic parameters identification in traffic flow modeling , 2005 .
[9] George A. Bekey,et al. Mathematical models of public systems , 1971 .
[10] 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.
[11] Alexandros Sopasakis,et al. Formal Asymptotic Models of Vehicular Traffic. Model Closures , 2003, SIAM J. Appl. Math..
[12] Dirk Helbing,et al. Micro- and macro-simulation of freeway traffic , 2002 .
[13] Helbing. Gas-kinetic derivation of Navier-Stokes-like traffic equations. , 1996, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.
[14] Rinaldo M. Colombo,et al. Hyperbolic Phase Transitions in Traffic Flow , 2003, SIAM J. Appl. Math..
[15] R. Colombo,et al. Well Posedness for Multilane Traffic Models , 2006 .
[16] D. Helbing,et al. Gas-Kinetic-Based Traffic Model Explaining Observed Hysteretic Phase Transition , 1998, cond-mat/9810277.
[17] P. I. Richards. Shock Waves on the Highway , 1956 .
[18] C. Dafermos. Hyberbolic Conservation Laws in Continuum Physics , 2000 .
[19] C. Daganzo. Requiem for second-order fluid approximations of traffic flow , 1995 .
[20] D. Hoff. Invariant regions for systems of conservation laws , 1985 .
[21] D. Helbing. Traffic and related self-driven many-particle systems , 2000, cond-mat/0012229.
[22] Corrado Lattanzio,et al. The Zero Relaxation Limit for the Hydrodynamic Whitham Traffic Flow Model , 1997 .
[23] Barbara Lee Keyfitz,et al. A system of non-strictly hyperbolic conservation laws arising in elasticity theory , 1980 .
[24] Harold J Payne,et al. MODELS OF FREEWAY TRAFFIC AND CONTROL. , 1971 .
[25] R. Colombo. A 2 × 2 hyperbolic traffic flow model , 2002 .
[26] Rinaldo M. Colombo,et al. Conservation Versus Balance Laws in Traffic Flow , 2005 .
[27] W. D. Evans,et al. PARTIAL DIFFERENTIAL EQUATIONS , 1941 .
[28] Alexandros Sopasakis,et al. Unstable flow theory and modeling , 2002 .
[29] Dirk Helbing,et al. Granular and Traffic Flow ’99: Social, Traffic, and Granular Dynamics , 2000 .
[30] B. Temple. Systems of conservation laws with invariant submanifolds , 1983 .