Travel-Time Models With and Without Homogeneity Over Time

Published Online:https://doi.org/10.1287/trsc.2016.0674

References

  • Anderson J, Bell M (1998) Travel time estimation in urban road networks. Proc. IEEE Conf. Intelligent Transportation Systems, Boston, 924–929.Google Scholar
  • Branston D (1976) Link capacity functions: A review. Transportation Res. 10(4):222–236.CrossrefGoogle Scholar
  • Camacho FJ, Garcia A, Belda E (2010) Analysis of impact of adverse weather on freeway free-flow speed in Spain. Transportation Res. Record 2169:150–159.CrossrefGoogle Scholar
  • Carey M (2004) Link travel times I: Desirable properties. Networks Spatial Econom. 4(3):257–268.CrossrefGoogle Scholar
  • Carey M, Ge YE (2003a) Comparing whole-link travel time models. Transportation Res. Part B 37(10):905–926.CrossrefGoogle Scholar
  • Carey M, Ge YE (2004) Efficient discretisation of link travel time models. Networks Spatial Econom. 4(3):269–290.CrossrefGoogle Scholar
  • Carey M, Ge YE (2005a) Convergence of whole-link travel time models used in DTA. Transportation Sci. 39(1):25–38.LinkGoogle Scholar
  • Carey M, Ge YE (2005b) Alternative conditions for a well-behaved travel-time model. Transportation Sci. 39(3):417–428.LinkGoogle Scholar
  • Carey M, McCartney M (2002) Behaviour of a whole-link travel time model used in dynamic traffic assignment. Transportation Res. Part B 36(1):83–95.CrossrefGoogle Scholar
  • Federal Highway Administration (2006) Empirical studies on traffic flow in inclement weather. Report FHWA-HOP-07-073, U.S. Department of Transportation, Washington, DC.Google Scholar
  • Friesz TL, Kwon C, Bernstein D (2007) Analytical dynamic traffic assignment models. Hensher DA, Button KJ, eds. Handbook of Transport Modelling, Second ed. (Elsevier Science, Oxford, UK), 221–237.CrossrefGoogle Scholar
  • Friesz TL, Bernstein D, Smith TE, Tobin RL, Wei BW (1993) A variational inequality formulation of the dynamic network equilibrium problem. Oper. Res. 41(1):179–191.LinkGoogle Scholar
  • Lam WHK, Tam M, Cao X, Li X (2013) Modeling the effects of rainfall intensity on traffic speed, flow, and density relationships for urban roads. J. Transportation Engrg. 139(7):758–770.CrossrefGoogle Scholar
  • Long J, Gao Z, Szeto WY (2011) Discretised link travel time models based on cumulative flows: Formulations and properties. Transportation Res. Part B 45(1):232–254.CrossrefGoogle Scholar
  • Mun J-S (2007) Traffic performance models for dynamic traffic assignment: An assessment of existing models. Transport Rev. 27(2):231–249.CrossrefGoogle Scholar
  • Mun J-S (2009) Some features of nonlinear travel time models for dynamic traffic assignment. Transportation Planning Tech. 32(3):261–288.CrossrefGoogle Scholar
  • Nie X, Zhang HM (2005a) Delay-function-based link models: Their properties and computational issues. Transportation Res. Part B 39(8):729–751.CrossrefGoogle Scholar
  • Nie X, Zhang HM (2005b) A comparative study of some macroscopic link models used in dynamic traffic assignment. Networks Spatial Econom. 5(1):89–115.CrossrefGoogle Scholar
  • Peeta S, Ziliaskopoulos A (2001) Foundations of dynamic traffic assignment: The past, the present and the future. Networks Spatial Econom. 1(3–4):233–265.CrossrefGoogle Scholar
  • Ran B, Boyce D (1996) Link travel time functions for dynamic network models. Ran B, Boyce D, eds. Modeling Dynamic Transportation Networks (Springer-Verlag, Berlin Heidelberg), 291–309.CrossrefGoogle Scholar
  • Ran B, Rouphail NM, Tarko A, Boyce DE (1997) Toward a class of link travel time functions for dynamic assignment models on signalized networks. Transportation Res. Part B 31(4):277–290.CrossrefGoogle Scholar
  • Rubio-Ardanaz JM, Wu JH, Florian M (2003) Two improved numerical algorithms for the continuous dynamic network loading problem. Transportation Res. Part B 37(2):171–190.CrossrefGoogle Scholar
  • Szeto WY, Lo HK (2005) Dynamic traffic assignment: Review and future research directions. J. Transportation Systems Engrg. Inform. Tech. 5(5):85–100.Google Scholar
  • Szeto WY, Lo HK (2006) Dynamic traffic assignment: Properties and extensions. Transportmetrica 2(1):31–52.CrossrefGoogle Scholar
  • Xu YW, Wu JH, Florian M, Marcotte P, Zhu DL (1999) Advances in the continuous dynamic network loading problem. Transportation Sci. 33(4):341–353.LinkGoogle Scholar
  • Zhang HM, Nie X (2005) Some consistency conditions for dynamic traffic assignment problems. Networks Spatial Econom. 5(1):71–87.CrossrefGoogle Scholar
  • Zhang M, Wu TQ, Kwon E (1997) Arterial link travel time estimation using loop detector data. Report, Public Policy Center, University of Iowa, Iowa City.Google Scholar
  • Zhu D, Marcotte P (2000) On the existence of solutions to the dynamic user equilibrium problem. Transportation Sci. 34(4):402–414.LinkGoogle Scholar
INFORMS site uses cookies to store information on your computer. Some are essential to make our site work; Others help us improve the user experience. By using this site, you consent to the placement of these cookies. Please read our Privacy Statement to learn more.