Several analytic approaches have been developed to describe or predict traffic flows on networks with timevarying (dynamic) travel demands, flows and travel times. A key component of these models lies in modelling the flows and/or travel times on the individual links, but as this is made more realistic or accurate it tends to make the overall model less computationally tractable. To help overcome this, and for other reasons, we develop a bi-level user equilibrium (UE) framework that separates the assignment or loading of flows on the time–space network from the modelling of flows and trip times within individual links. We show that this model or framework satisfies appropriate definitions of UE satisfies a first-in-first-out (FIFO) property...
Dynamic Network Loading (DNL) models are typically formulated as a system of differential equations ...
This paper presents a two-stage model to calibrate the time-dependent, dynamic origin-destination (O...
Abstract Multi-objective equilibrium models of traffic assignment state that users of road networks ...
This article presents a new model of Dynamic User Equilibrium that is particularly suited for ITS a...
AbstractAn important class of models for macroscopic dynamic network loading (DNL) and dynamic traff...
The ability to realistically capture trip-makers’ responses to time-varying road charges is essentia...
In network models for dynamic traffic assignment the link travel times are often describedby “whole-...
Traffic congestion is an issue in most cities worldwide. Transportation engineers and urban planners...
This article formulates a discrete-time dynamic traffic assignment (DTA) model and, under certain co...
Dynamic Network Loading (DNL) models are typically formulated as a system of differential equations ...
Dynamic Traffic Assignment (DTA), which is to determine the network traffic pattern over time as a r...
System marginal costs, externalities and optimal congestion tolls for traffic networks are generally...
Dynamic Traffic Assignment (DTA), which is to determine the network traffic pattern over time as a r...
Traffic congestion is an issue in most cities worldwide. One way to model and analyse the effect of ...
The contributions of this research are situated on three main (individual) components and on the syn...
Dynamic Network Loading (DNL) models are typically formulated as a system of differential equations ...
This paper presents a two-stage model to calibrate the time-dependent, dynamic origin-destination (O...
Abstract Multi-objective equilibrium models of traffic assignment state that users of road networks ...
This article presents a new model of Dynamic User Equilibrium that is particularly suited for ITS a...
AbstractAn important class of models for macroscopic dynamic network loading (DNL) and dynamic traff...
The ability to realistically capture trip-makers’ responses to time-varying road charges is essentia...
In network models for dynamic traffic assignment the link travel times are often describedby “whole-...
Traffic congestion is an issue in most cities worldwide. Transportation engineers and urban planners...
This article formulates a discrete-time dynamic traffic assignment (DTA) model and, under certain co...
Dynamic Network Loading (DNL) models are typically formulated as a system of differential equations ...
Dynamic Traffic Assignment (DTA), which is to determine the network traffic pattern over time as a r...
System marginal costs, externalities and optimal congestion tolls for traffic networks are generally...
Dynamic Traffic Assignment (DTA), which is to determine the network traffic pattern over time as a r...
Traffic congestion is an issue in most cities worldwide. One way to model and analyse the effect of ...
The contributions of this research are situated on three main (individual) components and on the syn...
Dynamic Network Loading (DNL) models are typically formulated as a system of differential equations ...
This paper presents a two-stage model to calibrate the time-dependent, dynamic origin-destination (O...
Abstract Multi-objective equilibrium models of traffic assignment state that users of road networks ...