Capacity drop and traffic control for a second order traffic model
From MaRDI portal
Publication:1679923
DOI10.3934/NHM.2017027zbMath1375.90082OpenAlexW2553128324WikidataQ57558149 ScholiaQ57558149MaRDI QIDQ1679923
Oliver Kolb, Paola Goatin, Simone Goettlich
Publication date: 22 November 2017
Published in: Networks and Heterogeneous Media (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.3934/nhm.2017027
Related Items (8)
Network models for nonlocal traffic flow ⋮ Pareto-Optimal Coupling Conditions for the Aw--Rascle--Zhang Traffic Flow Model at Junctions ⋮ A combined first and second order model for a junction with ramp buffer ⋮ Proximal policy optimization learning based control of congested freeway traffic ⋮ Micro-Macro Limit of a Nonlocal Generalized Aw-Rascle Type Model ⋮ A discontinuous Galerkin method for the Aw-Rascle traffic flow model on networks ⋮ Kinetic derivation of Aw-Rascle-Zhang-type traffic models with driver-assist vehicles ⋮ Second-Order Traffic Flow Models on Networks
Cites Work
- Unnamed Item
- Unnamed Item
- Comparative model accuracy of a data-fitted generalized Aw-Rascle-Zhang model
- Optimization criteria for modelling intersections of vehicular traffic flow
- Adjoint-based optimization on a network of discretized scalar conservation laws with applications to coordinated ramp metering
- An SQP method for general nonlinear programs using only equality constrained subproblems
- A new technique for inconsistent QP problems in the SQP method
- Balanced vehicular traffic at a bottleneck
- Transport equilibrium schemes for computing contact discontinuities in traffic flow modeling
- A model for the formation and evolution of traffic jams
- The Aw-Rascle vehicular traffic flow model with phase transitions
- A second order model of road junctions in fluid models of traffic networks
- Extensions and Amplifications of a Traffic Model of Aw and Rascle
- Simulation and Continuous Optimization
- Derivation of Continuum Traffic Flow Models from Microscopic Follow-the-Leader Models
- Coupling Conditions for a Class of Second-Order Models for Traffic Flow
- Resurrection of "Second Order" Models of Traffic Flow
- Traffic Flow on a Road Network Using the Aw–Rascle Model
- Traffic Regulation via Controlled Speed Limit
- A PDE-ODE Model for a Junction with Ramp Buffer
- On kinematic waves II. A theory of traffic flow on long crowded roads
This page was built for publication: Capacity drop and traffic control for a second order traffic model
