A Strategic Flow Model of Traffic Assignment in Static Capacitated Networks

Published Online:https://doi.org/10.1287/opre.1030.0091

References

  • Astarita, Vittorio, Lesort J. B. A continuous time link model for dynamic network loading based on travel time function. Proc. 13th Internat. Sympos. Transportation Traffic Theory (1996) Tarrytown, New York(Pergamon-Elsevier)79–102Google Scholar
  • Braess D. Über ein Paradoxon aus der Verkehrsplanung. Unternehmensforschung (1968) 12:258–268Google Scholar
  • Daganzo Carlos F. Queue spillovers in transportation networks with a route choice. Transportation Sci (1998) 32:3–11LinkGoogle Scholar
  • Dial R. B. A probabilistic multipath traffic assignment model which obviates path enumeration. Transportation Res (1971) 5:83–111CrossrefGoogle Scholar
  • Frank M., Wolfe P. An algorithm for quadratic programming. Naval Res. Logist. Quart (1956) 3:95–110CrossrefGoogle Scholar
  • Hearn D. W. Bounding flows in traffic assignment models. (1980) . Research report 80-4, Department of Industrial and Systems Engineering, University of Florida, Gainesville, FLGoogle Scholar
  • Konnov I. Combined relaxation methods for finding equilibrium points and solving related problems. Mathematika (1993) 37:44–51Google Scholar
  • Korpelevich G. M. The extragradient method for finding saddle points and other problems. Matekon (1977) 13:35–49Google Scholar
  • Larsson T., Patriksson M., Marcotte P., Nguyen S. Side constrained traffic equilibrium models—Traffic management through link tolls. Equilibrium and Advanced Transportation Modelling (1998) (Kluwer Academic Publishers, Boston, MA) 125–151CrossrefGoogle Scholar
  • Lawphongpanich S., Hearn D. W. Simplicial decomposition of the asymmetric traffic assignment problem. Transportation Res (1984) 18B:123–133CrossrefGoogle Scholar
  • Marcotte P., Nguyen S., Marcotte P., Nguyen S. Hyperpath formulations of traffic assignment problems. Equilibrium and Advanced Transportation Modelling (1998) (Kluwer Academic Publishers, Boston, MA) 175–199CrossrefGoogle Scholar
  • Miller-Hooks E. Adaptive least-expected time paths in stochastic, time-varying transportation and data networks. Networks (2001) 37:35–52CrossrefGoogle Scholar
  • Nguyen S., Pallottino S. Equilibrium traffic assignment for large scale transit network. Eur. J. Oper. Res (1988) 37:176–186CrossrefGoogle Scholar
  • Nguyen S., Pallottino S., Simeone B. Hyperpaths and shortest hyperpaths. Combinatorial Optimization. Lecture Notes in Mathematics (1989) Vol. 1403(Springer-Verlag)258–271CrossrefGoogle Scholar
  • Patriksson M.The Traffic Assignment Problem—Models and Methods (1994) (Utrecht, VSP, BV, The Netherlands) Google Scholar
  • Schoeb A. Une étude théorique et algorithmique d'un modèle d'affectation de trafic avec capacités rigides. (1999) . Master's thesis, Département d'informatique et de recherche opérationnelle, Université de Montréal, Montreal, Quebec, CanadaGoogle Scholar
  • Spiess H., Florian M. Optimal strategies: A new assignment model for transit networks. Transportation Res. B (1989) 23:83–102CrossrefGoogle Scholar
  • Suwansirikul C., Friesz T. L., Tobin R. L. Equilibrium decomposition optimization: A heuristic for the continuous equilibrium network design problem. Transportation Sci (1987) 21:254–263LinkGoogle Scholar
  • Wardrop J. G. Some theoretical aspects of road traffic research. Proc. Inst. Civil Engr., Part 2 (1952) 325–378CrossrefGoogle Scholar
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