This paper proposes an approach-proportion-based variational inequality (VI) formulation for the multi-class dynamic traffic assignment problem with physical queues using the concept of intersection movements . To solve the problem, an extragradient method that only requires mild assumptions for convergence is developed. A car-truck interaction paradox, stating that allowing trucks traveling in a network or increasing the demand of trucks traveling in a network could improve the network performance for cars, in terms of total car travel time, is discussed. Numerical examples are set up to illustrate the importance of considering multiple vehicle types and their interaction in a dynamic traffic assignment model and the effects of various par...
AbstractMulti-modal trips are common in urban transportation networks. Traveling preferences are als...
In this paper, we develop a multiclass, multicriteria traffic network equilibrium model in which tra...
International audienceIn the present work, we consider a System Optimum Dynamic Traffic Assignment o...
This paper proposes an intersection-movement-based variational inequality formulation for the multi-...
We consider the extension of a single user-class macroscopic dynamic traffic assignment model to inc...
This paper developed a cell-based dynamic traffic assignment formulation that follows the ideal dyna...
We propose a dynamic combined-mode traffic network model considering transfer behaviors. We assume t...
In this paper we propose a composite Variational Inequality formulation for modeling multimode, mult...
This paper uses the concept of approach proportion to propose a novel variational inequality (VI) fo...
This paper uses the concept of approach proportion to propose a novel variational inequality (VI) fo...
Travel behavior and travel cost in modern urban transportation systems are impacted by many aspects ...
The problem of dynamic traffic assignment is to predict the evolution of the flow pattern in a netwo...
In the paper by Cominetti and Correa (2001) [Common-lines and passenger assignment in congested tran...
The paper develops a multiclass, multimodal dynamic traffic equilibrium model with consideration of ...
The paper develops a multiclass, multimodal dynamic traffic equilibrium model with consideration of ...
AbstractMulti-modal trips are common in urban transportation networks. Traveling preferences are als...
In this paper, we develop a multiclass, multicriteria traffic network equilibrium model in which tra...
International audienceIn the present work, we consider a System Optimum Dynamic Traffic Assignment o...
This paper proposes an intersection-movement-based variational inequality formulation for the multi-...
We consider the extension of a single user-class macroscopic dynamic traffic assignment model to inc...
This paper developed a cell-based dynamic traffic assignment formulation that follows the ideal dyna...
We propose a dynamic combined-mode traffic network model considering transfer behaviors. We assume t...
In this paper we propose a composite Variational Inequality formulation for modeling multimode, mult...
This paper uses the concept of approach proportion to propose a novel variational inequality (VI) fo...
This paper uses the concept of approach proportion to propose a novel variational inequality (VI) fo...
Travel behavior and travel cost in modern urban transportation systems are impacted by many aspects ...
The problem of dynamic traffic assignment is to predict the evolution of the flow pattern in a netwo...
In the paper by Cominetti and Correa (2001) [Common-lines and passenger assignment in congested tran...
The paper develops a multiclass, multimodal dynamic traffic equilibrium model with consideration of ...
The paper develops a multiclass, multimodal dynamic traffic equilibrium model with consideration of ...
AbstractMulti-modal trips are common in urban transportation networks. Traveling preferences are als...
In this paper, we develop a multiclass, multicriteria traffic network equilibrium model in which tra...
International audienceIn the present work, we consider a System Optimum Dynamic Traffic Assignment o...