A Comparative Study of Some Macroscopic Link Models Used in Dynamic Traffic Assignment
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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] Omar Drissi-Kaïtouni,et al. A Dynamic Traffic Assignment Model and a Solution Algorithm , 1992, Transp. Sci..
[4] Vittorio Astarita,et al. A CONTINUOUS TIME LINK MODEL FOR DYNAMIC NETWORK LOADING BASED ON TRAVEL TIME FUNCTION , 1996 .
[5] Terry L. Friesz,et al. A Variational Inequality Formulation of the Dynamic Network User Equilibrium Problem , 1993, Oper. Res..
[6] Malachy Carey,et al. A Constraint Qualification for a Dynamic Traffic Assignment Model , 1986, Transp. Sci..
[7] Malachy Carey,et al. Link Outflow Rate Computing under Continuous Dynamic Loads , 2002 .
[8] Terry L. Friesz,et al. A Discrete Time, Nested Cost Operator Approach to the Dynamic Network User Equilibrium Problem , 1995, Transp. Sci..
[9] C. Daganzo. THE CELL TRANSMISSION MODEL.. , 1994 .
[10] W. Y. Szeto,et al. A cell-based variational inequality formulation of the dynamic user optimal assignment problem , 2002 .
[11] Y. W. Xu,et al. Advances in the Continuous Dynamic Network Loading Problem , 1996, Transp. Sci..
[12] Michael Florian,et al. The continuous dynamic network loading problem : A mathematical formulation and solution method , 1998 .
[13] Carlos F. Daganzo,et al. Properties of link travel time functions under dynamic loads , 1995 .
[14] H. M. Zhang,et al. Delay-Function-Based Link Models: Their Properties and Computational Issues , 2005 .
[15] Bin Ran,et al. MODELING DYNAMIC TRANSPORTATION NETWORKS , 1996 .
[16] Terry L. Friesz,et al. Dynamic Network Traffic Assignment Considered as a Continuous Time Optimal Control Problem , 1989, Oper. Res..
[17] Xiaojian Nie,et al. Some Consistency Conditions for Dynamic Traffic Assignment Problems , 2005 .
[18] 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.
[19] Carlos F. Daganzo,et al. THE CELL TRANSMISSION MODEL, PART II: NETWORK TRAFFIC , 1995 .
[20] George L. Nemhauser,et al. Optimality Conditions for a Dynamic Traffic Assignment Model , 1978 .
[21] Patrice Marcotte,et al. On the Existence of Solutions to the Dynamic User Equilibrium Problem , 2000, Transp. Sci..
[22] Athanasios K. Ziliaskopoulos,et al. A Linear Programming Model for the Single Destination System Optimum Dynamic Traffic Assignment Problem , 2000, Transp. Sci..
[23] Jun Li,et al. A reactive dynamic user equilibrium model in network with queues , 2000 .
[24] Deepak K. Merchant,et al. A Model and an Algorithm for the Dynamic Traffic Assignment Problems , 1978 .
[25] Terry L. Friesz,et al. Dynamic Network User Equilibrium with State-Dependent Time Lags , 2001 .
[26] Malachy Carey,et al. Behaviour of a whole-link travel time model used in dynamic traffic assignment , 2002 .
[27] Bin Ran,et al. MODELING DYNAMIC TRANSPORTATION NETWORKS : AN INTELLIGENT TRANSPORTATION SYSTEM ORIENTED APPROACH. 2ND REV. ED. , 1996 .
[28] Masao Kuwahara,et al. Decomposition of the reactive dynamic assignments with queues for a many-to-many origin-destination pattern , 1997 .
[29] Michael J. Smith,et al. The Existence of a Time-Dependent Equilibrium Distribution of Arrivals at a Single Bottleneck , 1984, Transp. Sci..
[30] Malachy Carey,et al. Optimal Time-Varying Flows on Congested Networks , 1987, Oper. Res..
[31] G. F. Newell. A simplified theory of kinematic waves in highway traffic, part I: General theory , 1993 .
[32] A. Nagurney. Network Economics: A Variational Inequality Approach , 1992 .
[33] G. F. Newell. A simplified theory of kinematic waves in highway traffic, part II: Queueing at freeway bottlenecks , 1993 .