Dynamic traffic assignment: properties and extensions

WY Szeto, HK Lo - Transportmetrica, 2006 - Taylor & Francis
Dynamic Traffic Assignment (DTA) is long recognized as a key component for network
planning and transport policy evaluations as well as for real-time traffic operation and …

Operational macroscopic modeling of complex urban road intersections

G Flötteröd, J Rohde - Transportation Research Part B: Methodological, 2011 - Elsevier
This article describes a new approach to the macroscopic first order modeling and
simulation of traffic flow in complex urban road intersections. The framework is theoretically …

Spillback congestion in dynamic traffic assignment: a macroscopic flow model with time-varying bottlenecks

G Gentile, L Meschini, N Papola - Transportation Research Part B …, 2007 - Elsevier
In this paper, we propose a new model for the within-day Dynamic Traffic Assignment (DTA)
on road networks where the simulation of queue spillovers is explicitly addressed, and a …

The existence, uniqueness and computation of an arc-based dynamic network user equilibrium formulation

BW Wie, RL Tobin, M Carey - Transportation Research Part B …, 2002 - Elsevier
In this paper, a dynamic user equilibrium traffic assignment model with simultaneous
departure time/route choices and elastic demands is formulated as an arc-based nonlinear …

Network traffic control based on a mesoscopic dynamic flow model

M Di Gangi, GE Cantarella, R Di Pace… - … Research Part C …, 2016 - Elsevier
The paper focuses on Network Traffic Control based on aggregate traffic flow variables,
aiming at signal settings which are consistent with within-day traffic flow dynamics. The …

Convergence in a continuous dynamic queueing model for traffic networks

R Mounce - Transportation Research Part B: Methodological, 2006 - Elsevier
The paper considers a dynamic traffic assignment model with deterministic queueing and
inelastic demand for each origin–destination (OD) pair in the network. Two types of time …

Solving a dynamic user equilibrium model based on splitting rates with gradient projection algorithms

G Gentile - Transportation Research Part B: Methodological, 2016 - Elsevier
This article shows how Gradient Projection (GP) algorithms are capable of solving with high
precision a Dynamic User Equilibrium (UE) model based on Splitting Rates, ie turning …

A whole-link travel-time model with desirable properties

M Carey, YE Ge, M McCartney - Transportation science, 2003 - pubsonline.informs.org
In network models for dynamic traffic assignment the link travel times are often described by
“whole-link” models. In particular, they have been expressed as a function of the number of …

Using the general link transmission model in a dynamic traffic assignment to simulate congestion on urban networks

G Gentile - Transportation Research Procedia, 2015 - Elsevier
This article presents two new models of Dynamic User Equilibrium that are particularly
suited for ITS applications, where the evolution of vehicle flows and travel times must be …

[PDF][PDF] A discrete flow model for dynamic network loading

M Mahut - 2001 - papyrus.bib.umontreal.ca
A dynamic network loading (DNL) model is any model that defines a mapping from the time-
dependent path demand flows to the time-dependent arc variables of flow, density and …