Estimating origin-destination trip matrices from link traffic counts has been a subject of substantial research. It is well known that the accuracy of the resulting estimated origin-destination (O-D) matrix largely depends on the employed estimation approach itself, errors of the input data, and an appropriate set of links from which flow information should be collected. Previous studies have overwhelmingly focused on the development of various estimation models, while paying very limited attention to the traffic counting location and error bound issues. Recognizing their interdependence, this study makes a joint investigation of the traffic counting location, estimation method, and error bound in an integrated manner, while taking into acc...
An iterative two-stage procedure is proposed that first derives the complete traffic now vector on a...
Demand estimation problems based on traffic counts have been investigated for decades. These are tra...
This paper attempts to deal with traffic Origin Destination (OD) matrix estimation starting from the...
There has been substantial interest in development and application of methodology for estimating ori...
Intersection movements carry more disaggregate information about origin-destination (O-D) flows than...
For most kind of analyses in the field of traffic planning, there is a need for origin--destination ...
Existing approaches to estimating origin-destination trip matrices (O-D) from traffic counts are oft...
Conventionally, selection of traffic counting/survey stations for volume studies is purely subjectiv...
Recently a number of models for the estimation of origin-destination trip matrices from traffic coun...
The estimation of up-to-date origin-destination matrix (ODM) from an obsolete trip data, using curre...
In recent years a large number of models have been developed to estimate an origin-destination (OD) ...
Origin-destination (OD) matrices are essential for various analyses in the field of traffic planning...
In transportation planning, one of the first steps is to estimate the travel demand. The final produ...
In this paper three conditions for unbiased origin-destination (OD) estimation in congested networks...
Traffic assignment models are essential tools in transport planning. One core input to these models ...
An iterative two-stage procedure is proposed that first derives the complete traffic now vector on a...
Demand estimation problems based on traffic counts have been investigated for decades. These are tra...
This paper attempts to deal with traffic Origin Destination (OD) matrix estimation starting from the...
There has been substantial interest in development and application of methodology for estimating ori...
Intersection movements carry more disaggregate information about origin-destination (O-D) flows than...
For most kind of analyses in the field of traffic planning, there is a need for origin--destination ...
Existing approaches to estimating origin-destination trip matrices (O-D) from traffic counts are oft...
Conventionally, selection of traffic counting/survey stations for volume studies is purely subjectiv...
Recently a number of models for the estimation of origin-destination trip matrices from traffic coun...
The estimation of up-to-date origin-destination matrix (ODM) from an obsolete trip data, using curre...
In recent years a large number of models have been developed to estimate an origin-destination (OD) ...
Origin-destination (OD) matrices are essential for various analyses in the field of traffic planning...
In transportation planning, one of the first steps is to estimate the travel demand. The final produ...
In this paper three conditions for unbiased origin-destination (OD) estimation in congested networks...
Traffic assignment models are essential tools in transport planning. One core input to these models ...
An iterative two-stage procedure is proposed that first derives the complete traffic now vector on a...
Demand estimation problems based on traffic counts have been investigated for decades. These are tra...
This paper attempts to deal with traffic Origin Destination (OD) matrix estimation starting from the...