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A splitting rate model of traffic re-routeing and traffic control

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A splitting rate model of traffic re-routeing and traffic control. / Smith, Mike; Mounce, Richard.

In: Transportation Research Part B: Methodological, Vol. 45, No. 9, 11.2011, p. 1389-1409.

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Harvard

Smith, M & Mounce, R 2011, 'A splitting rate model of traffic re-routeing and traffic control', Transportation Research Part B: Methodological, vol. 45, no. 9, pp. 1389-1409. https://doi.org/10.1016/j.trb.2011.05.013

APA

Smith, M., & Mounce, R. (2011). A splitting rate model of traffic re-routeing and traffic control. Transportation Research Part B: Methodological, 45(9), 1389-1409. https://doi.org/10.1016/j.trb.2011.05.013

Vancouver

Smith M, Mounce R. A splitting rate model of traffic re-routeing and traffic control. Transportation Research Part B: Methodological. 2011 Nov;45(9):1389-1409. https://doi.org/10.1016/j.trb.2011.05.013

Author

Smith, Mike ; Mounce, Richard. / A splitting rate model of traffic re-routeing and traffic control. In: Transportation Research Part B: Methodological. 2011 ; Vol. 45, No. 9. pp. 1389-1409.

Bibtex - Download

@article{309793db833c499789afdeff6d64d089,
title = "A splitting rate model of traffic re-routeing and traffic control",
abstract = "The paper presents an idealised dynamical model of day-to-day or within-day re-routeing using splitting rates at nodes, or node-exit flows, rather than route-flows. It is shown that under certain conditions the dynamical model gives rise to a sequence of link flow vectors which converges to a set of approximate Wardrop equilibria, A special dynamical signal green-time re-allocation model is added; the combination is also shown (in outline) to converge to the set of approximate consistent equilibria under certain conditions. Finally the paper uses model network results to illustrate a method of designing fixed time signal timings to meet different scenarios.",
keywords = "Re-routeing;, Day to day re-routeing;, Within day re-routeing;, Responsive signal control;, Pitchfork bifurcation;",
author = "Mike Smith and Richard Mounce",
year = "2011",
month = nov,
doi = "10.1016/j.trb.2011.05.013",
language = "English",
volume = "45",
pages = "1389--1409",
journal = "Transportation Research Part B: Methodological",
issn = "0191-2615",
publisher = "Elsevier",
number = "9",

}

RIS (suitable for import to EndNote) - Download

TY - JOUR

T1 - A splitting rate model of traffic re-routeing and traffic control

AU - Smith, Mike

AU - Mounce, Richard

PY - 2011/11

Y1 - 2011/11

N2 - The paper presents an idealised dynamical model of day-to-day or within-day re-routeing using splitting rates at nodes, or node-exit flows, rather than route-flows. It is shown that under certain conditions the dynamical model gives rise to a sequence of link flow vectors which converges to a set of approximate Wardrop equilibria, A special dynamical signal green-time re-allocation model is added; the combination is also shown (in outline) to converge to the set of approximate consistent equilibria under certain conditions. Finally the paper uses model network results to illustrate a method of designing fixed time signal timings to meet different scenarios.

AB - The paper presents an idealised dynamical model of day-to-day or within-day re-routeing using splitting rates at nodes, or node-exit flows, rather than route-flows. It is shown that under certain conditions the dynamical model gives rise to a sequence of link flow vectors which converges to a set of approximate Wardrop equilibria, A special dynamical signal green-time re-allocation model is added; the combination is also shown (in outline) to converge to the set of approximate consistent equilibria under certain conditions. Finally the paper uses model network results to illustrate a method of designing fixed time signal timings to meet different scenarios.

KW - Re-routeing;

KW - Day to day re-routeing;

KW - Within day re-routeing;

KW - Responsive signal control;

KW - Pitchfork bifurcation;

UR - http://www.scopus.com/inward/record.url?scp=83555178553&partnerID=8YFLogxK

U2 - 10.1016/j.trb.2011.05.013

DO - 10.1016/j.trb.2011.05.013

M3 - Article

VL - 45

SP - 1389

EP - 1409

JO - Transportation Research Part B: Methodological

JF - Transportation Research Part B: Methodological

SN - 0191-2615

IS - 9

ER -