An excess-demand dynamic traffic assignment approach for inferring origin-destination trip matrices

DOI10.1007/S11067-014-9277-ZzbMath1332.90071OpenAlexW2053412623MaRDI QIDQ264313

Jennifer Duthie, Chi Xie

Publication date: 31 March 2016

Published in: Networks and Spatial Economics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11067-014-9277-z

zbMATH Keywords

variational inequalitymaximum entropyleast squaresdynamic traffic assignmentaugmented dynamic user equilibriumcell transmission modeldynamic origin-destination demand estimation

Mathematics Subject Classification ID

Transportation, logistics and supply chain management (90B06) Traffic problems in operations research (90B20)

Related Items (5)

Path flow estimator in an entropy model using a nonlinear L-shaped algorithm ⋮ Origin-destination matrix estimation problem in a Markov chain approach ⋮ Subnetwork origin-destination matrix estimation under travel demand constraints ⋮ A dynamic hierarchical Bayesian model for the estimation of day-to-day origin-destination flows in transportation networks ⋮ Origin-destination demand reconstruction using observed travel time under congested network

Cites Work

• Robust optimization model for a dynamic network design problem under demand uncertainty
• Integrated network capacity expansion and traffic signal optimization problem: Robust bi-level dynamic formulation
• A combinatorial user optimal dynamic traffic assignment algorithm
• Linear programming models for the user and system optimal dynamic network design problem: Formulations, comparisons and extensions
• A relaxation approach for estimating origin-destination trip tables
• A Linear Programming Model for the Single Destination System Optimum Dynamic Traffic Assignment Problem
• Dynamic Estimators of Origin-Destination Matrices Using Traffic Counts
• A Cell-Based Traffic Control Formulation: Strategies and Benefits of Dynamic Timing Plans
• Finite-Dimensional Variational Inequalities and Complementarity Problems
• A Variational Inequality Formulation of the Dynamic Network User Equilibrium Problem
• Shock Waves on the Highway
• On kinematic waves II. A theory of traffic flow on long crowded roads

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