Submission to the DTA2012 Special Issue: A Case for Higher-Order Traffic Flow Models in DTA
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[1] Malachy Carey,et al. Dynamic Traffic Assignment with More Flexible Modelling within Links , 2001 .
[2] P. I. Richards. Shock Waves on the Highway , 1956 .
[3] Malachy Carey,et al. An exit-flow model used in dynamic traffic assignment , 2004, Comput. Oper. Res..
[4] Markos Papageorgiou,et al. Parameter identification for a traffic flow model , 1979, Autom..
[5] W. Y. Szeto,et al. DYNAMIC TRAFFIC ASSIGNMENT: PROPERTIES AND EXTENSIONS , 2006 .
[6] W. Y. Szeto,et al. A cell-based variational inequality formulation of the dynamic user optimal assignment problem , 2002 .
[7] J. Wardrop. ROAD PAPER. SOME THEORETICAL ASPECTS OF ROAD TRAFFIC RESEARCH. , 1952 .
[8] R. Jiang,et al. A new continuum model for traffic flow and numerical tests , 2002 .
[9] C. Daganzo. Requiem for second-order fluid approximations of traffic flow , 1995 .
[10] J. G. Wardrop,et al. Some Theoretical Aspects of Road Traffic Research , 1952 .
[11] Markos Papageorgiou,et al. SOME REMARKS ON MACROSCOPIC TRAFFIC FLOW MODELLING , 1998 .
[12] H. M. Zhang,et al. The Mathematical Theory of an Enhanced Nonequilibrium Traffic Flow Model , 2001 .
[13] George A. Bekey,et al. Mathematical models of public systems , 1971 .
[14] 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.
[15] Dirk Helbing,et al. Numerical simulation of macroscopic traffic equations , 1999, Comput. Sci. Eng..
[16] Satish V. Ukkusuri,et al. Dynamic User Equilibrium Model for Combined Activity-Travel Choices Using Activity-Travel Supernetwork Representation , 2010 .
[17] M. Lighthill,et al. On kinematic waves I. Flood movement in long rivers , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[18] Ping Yi,et al. Continuum modelling of traffic dynamics for congested freeways , 1993 .
[19] H. Haj-Salem,et al. The Aw-Rascle and Zhang's model: Vacuum problems, existence and regularity of the solutions of the Riemann problem , 2007 .
[20] H. M. Zhang. A theory of nonequilibrium traffic flow , 1998 .
[21] M. Cremer,et al. An Extended Traffic Flow Model for Inner Urban Freeways , 1987 .
[22] H. M. Zhang,et al. A Comparative Study of Some Macroscopic Link Models Used in Dynamic Traffic Assignment , 2005 .
[23] W. Y. Szeto,et al. A cell-based dynamic traffic assignment model: Formulation and properties , 2002 .
[24] Hani S. Mahmassani,et al. An evaluation tool for advanced traffic information and management systems in urban networks , 1994 .
[25] Hesham Rakha,et al. Comparison of Greenshields, Pipes, and Van Aerde Car-Following and Traffic Stream Models , 2002 .
[26] M J Lighthill,et al. ON KINEMATIC WAVES.. , 1955 .
[27] Jean-Patrick Lebacque,et al. Riemann Problem Resolution and Godunov Scheme for the Aw-Rascle-Zhang Model , 2009, Transp. Sci..
[28] Wen-Long Jin,et al. The formation and structure of vehicle clusters in the Payne-Whitham traffic flow model , 2003 .
[29] Malachy Carey,et al. Extending the Cell Transmission Model to Multiple Lanes and Lane-Changing , 2015 .
[30] H. M. Zhang. A NON-EQUILIBRIUM TRAFFIC MODEL DEVOID OF GAS-LIKE BEHAVIOR , 2002 .
[31] Markos Papageorgiou,et al. Modelling and real-time control of traffic flow on the southern part of Boulevard Peripherique in Paris: Part I: Modelling , 1990 .
[32] Michel Rascle,et al. Resurrection of "Second Order" Models of Traffic Flow , 2000, SIAM J. Appl. Math..
[33] Louis A. Pipes,et al. Car following models and the fundamental diagram of road traffic , 1967 .