Maria Marques and Rui Neves-Silva


  1. [1] M. Marques and R. Neves-Silva, Traffic flow-density modelsbased on systems theory, IEEE American Control Conference,New York, USA, 2007.
  2. [2] C.M. Tamp`ere, Human-kinetic multiclass traffic flow theoryand modelling with applicance to advance driver assistancesystems, PhD disertation, Delft University Press, Delft, NL,2004.
  3. [3] A.D. May and H. Keller, Non-integer car-following models,Highway Research Record, 199, 1967, 19–32.
  4. [4] L.A. Pipes, An operational analysis of traffic dynamics, Journalof Applied Physics, 24, 1953, 274–281.
  5. [5] D.C. Gazis, R. Herman, and R.B. Potts, Car-following theoryof steady-state traffic flow, Operations Research, 7, 1959,499–505.
  6. [6] E.P. Todosiev and L.C. Barbosa, A proposed model for thedriver-vehicle system: the car following problem, Traffic En-gineering, 3, 1964, 17–20.
  7. [7] W. Helly, Simulation of bottlenecks in single-lane traffic flow,Proceedings of Symposium on the Theory of Traffic Flow, NewYork, 1961, 207–238.
  8. [8] R. Wiedemann, Simulation des Strassenverkehrsflusses, Heft 8der Schriftenreihe des IfV (Institut fr Verkehrswesen, Univer-sitat Karlsruhe, 1974).
  9. [9] R.E. Chandler, R. Herman, and E.W. Motroll, Traffic dynam-ics: studies in car following, Operations Research, 6, 1958,165–184.
  10. [10] M. Bando, K. Hasebe, A. Nakayama, A. Shibata, andY. Sugiyama, Dynamical model of traffic congestion andnumerical simulation, Physical Review E, 51, 1995, 1035–1042.
  11. [11] D. Helbing and M. Treiber, Critical discussion of synchronizedflow, Cooperative Transportation Dynamics, 1, 2002, 2.1–2.24.
  12. [12] M. Treiber, A. Hennecke, and D. Helbing, Congested trafficstates in empirical observations and microscopic simulation,Physical Review E, 62, 2000, 1805–1824.
  13. [13] B.S. Kerner and S.L. Klenov, A microscopic model for phasetransitions in traffic flow, Journal of Physics A: Mathematicaland General, 35, 2002, L31–L43.
  14. [14] B.S. Kerner and S.L. Klenov, A microscopic theory of spatial-temporal congested traffic patterns at highway bottlenecks,Physical Review E, 68 (3), 2003, 1–20.
  15. [15] K. Nagel and M. Schreckenberg, A cellular automaton modelfor freeway traffic, Journal de Physique I, 2, 1992, 2221.
  16. [16] D. Helbing and M. Schreckenberg, Cellular automata simulatingexperimental properties of traffic flow, Physical Review E, 59,1999, R2505–R2508.
  17. [17] H. Emmerich, T. Nagatani, and K. Nakanishi, From modifiedKdV-equation to a second order cellular automaton for trafficflow, Physica A, 254, 1998, 548–556.
  18. [18] N. Wu and W. Brilon, Cellular automata for highway trafficflow simulation, transportation and traffic theory, 14th Int.Symp. Transportation and Traffic Theory, Jerusalem, 1999.
  19. [19] G.F. Franklin, J.D. Powell, and A. Emami-Naeini, Feedbackcontrol of dynamic systems, 2nd ed. (Reading, MA: Addison-Wesley, 1991).
  20. [20] S. Maerivoetand and B. De Moor, Transportation planningand traffic flow models, eprint arXiv:physics 0507127, 2005.
  21. [21] M. Marques and R. Neves-Silva, Traffic simulation for intel-ligent transportation systems development, IEEE IntelligentTransportation Systems Conference, Wien, Austria, 2005.

Important Links:

Go Back