This paper proposes a two-stage algorithm to simultaneously estimate origin-destination (OD) matrix, link choice proportion, and dispersion parameter using partial traffic counts in a congested network. A non-linear optimization model is developed which incorporates a dynamic dispersion parameter, followed by a two-stage algorithm in which Generalized Least Squares (GLS) estimation and a Stochastic User Equilibrium (SUE) assignment model are iteratively applied until the convergence is reached. To evaluate the performance of the algorithm, the proposed approach is implemented in a hypothetical network using input data with high error, and tested under a range of variation coefficients. The root mean squared error (RMSE) of the estimated OD ...
In transport networks, Origin-Destination matrices (ODM) are classically estimated from road traffic...
A spectrum of traffic engineering and modern transportation planning problems requires the knowledge...
In transportation planning, one of the first steps is to estimate the travel demand. The final produ...
<div><p>This paper proposes a two-stage algorithm to simultaneously estimate origin-destination (OD)...
This dissertation aims to improve the performance of existing assignment-based dynamic origin-destin...
The Dynamic OD Matrix Estimation (DODME) is a hard problem since no direct full observations are ava...
Dynamic traffic models require dynamic inputs, and one of the main inputs are the Dynamic Origin-Des...
Existing approaches to estimating origin-destination trip matrices (O-D) from traffic counts are oft...
Trip patterns in terms of origin-to-destination (OD) traffic flows are a key input to traffic assign...
Origin-Destination (OD) trip matrices describe the patterns of traffic behavior across the network a...
Many current traffic management schemes are tested and implemented using traffic simulation. An Orig...
Document de recerca desenvolupat dins del Doctorat Industrial 2017-DI-041Dynamic traffic models requ...
In origin-destination (OD) estimation methods the relationship between the link flows and OD flows i...
In transport networks, Origin-Destination matrices (ODM) are classically estimated from road traffic...
Microscopic traffic simulation (MTS) is a cost-effective approach for the evaluation of traffic cond...
In transport networks, Origin-Destination matrices (ODM) are classically estimated from road traffic...
A spectrum of traffic engineering and modern transportation planning problems requires the knowledge...
In transportation planning, one of the first steps is to estimate the travel demand. The final produ...
<div><p>This paper proposes a two-stage algorithm to simultaneously estimate origin-destination (OD)...
This dissertation aims to improve the performance of existing assignment-based dynamic origin-destin...
The Dynamic OD Matrix Estimation (DODME) is a hard problem since no direct full observations are ava...
Dynamic traffic models require dynamic inputs, and one of the main inputs are the Dynamic Origin-Des...
Existing approaches to estimating origin-destination trip matrices (O-D) from traffic counts are oft...
Trip patterns in terms of origin-to-destination (OD) traffic flows are a key input to traffic assign...
Origin-Destination (OD) trip matrices describe the patterns of traffic behavior across the network a...
Many current traffic management schemes are tested and implemented using traffic simulation. An Orig...
Document de recerca desenvolupat dins del Doctorat Industrial 2017-DI-041Dynamic traffic models requ...
In origin-destination (OD) estimation methods the relationship between the link flows and OD flows i...
In transport networks, Origin-Destination matrices (ODM) are classically estimated from road traffic...
Microscopic traffic simulation (MTS) is a cost-effective approach for the evaluation of traffic cond...
In transport networks, Origin-Destination matrices (ODM) are classically estimated from road traffic...
A spectrum of traffic engineering and modern transportation planning problems requires the knowledge...
In transportation planning, one of the first steps is to estimate the travel demand. The final produ...