2004
DOI: 10.1287/opre.1030.0091
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A Strategic Flow Model of Traffic Assignment in Static Capacitated Networks

Abstract: ca, , }This work pleads for the use of the concept of strategies, and their network-theoretic representation as hyperpaths, for modeling network assignment problems. While this concept describes adequately the behavior of users in transit systems, we show that it can apply as well to networks where arc capacities are rigid. This opens up a whole new field of research and raises several questions, from both the theoretical and computational points of view. These are investigated in the paper.

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Cited by 64 publications
(48 citation statements)
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“…From a practical standpoint, capacity constraints are the simplest and perhaps most useful type of side constraints. In the context of traffic assignment, Hearn (1980), Larsson and Patriksson (1994, 1995, and Marcotte et al (2004), among others, have advocated the explicit inclusion of resource capacities as an obvious way of improving the quality of models. An equilibrium with side constraints is an equilibrium in the same game without side constraints, but where players experience infinite disutilities when their actions would result in infeasible solutions.…”
Section: Discussion and Concluding Remarksmentioning
confidence: 99%
“…From a practical standpoint, capacity constraints are the simplest and perhaps most useful type of side constraints. In the context of traffic assignment, Hearn (1980), Larsson and Patriksson (1994, 1995, and Marcotte et al (2004), among others, have advocated the explicit inclusion of resource capacities as an obvious way of improving the quality of models. An equilibrium with side constraints is an equilibrium in the same game without side constraints, but where players experience infinite disutilities when their actions would result in infeasible solutions.…”
Section: Discussion and Concluding Remarksmentioning
confidence: 99%
“…In connection with this deficiency, Hearn (1980) noted that in the basic model described in Section 2, "the predicted flow on some links will be far lower or far greater than the traffic engineer knows they should be if all assumptions of the model are correct." Hearn and others, in particular Larsson and Patriksson (1994, 1999 and, most recently, Marcotte, Nguyen, and Schoeb (2003), have therefore advocated the inclusion of arc flow capacities as an obvious way of improving the quality of traffic assignment models.…”
Section: Network With Capacitiesmentioning
confidence: 99%
“…The flow that routes 1/2 on the only path consisting of three arcs and 1/2 on the arc with constant cost M is a capacitated user equilibrium. Its total travel time is It is worth mentioning that our definition of a capacitated user equilibrium includes solutions that Marcotte, Nguyen, and Schoeb (2003) consider "less natural" because drivers could contribute to the saturation of a shorter path by using a longer path that shares the same bottleneck arc with the shorter one. Actually, an alternative extension of the uncapacitated equilibrium concept is the following one:…”
Section: Network With Capacitiesmentioning
confidence: 99%
“…caused by the queue buildup in the oversaturated roads [49][50][51][52][55][56][57][58]. As shown, the beta which represents the value of toll or subsidy is a positive number, whereas the subsidy is supposed to be a negative value.…”
Section: Karush-kuhn-tucker Conditions and Lagrange Multipliermentioning
confidence: 99%