In this article, a two-stage approach to the calculation of reserve capacity for a network is presented. The first stage uses a genetic algorithm to find signal timings that optimize network performance taking traffic reassignment into account. The genetic optimizer, referred to as Genetic Algorithm Transyt Path Flow Estimator (GATRANSPFE), combines the Traffic Network Study Tool (TRANSYT) model, used to estimate performance, with the Path Flow Estimator (PFE) logit assignment tool, used to predict traffic reassignment. In the second stage, the largest common multiplier that can be applied to the Origin-Destination (OD) matrix given the optimized signal timings of stage one is found, again taking reassignment into account. This study deals ...
Optimising traffic signal timings for a multiple-junction road network is a difficult but important ...
This study develops a genetic algorithm with TRANSYT hill-climbing optimization routine, referred to...
PDFTech Report047IY02Traffic signalsTraffic signal intervalsTraffic signal control systemsIllinoisNE...
In this article, a two-stage approach to the calculation of reserve capacity for a network is presen...
In this article, a two-stage approach to the calculation of reserve capacity for a network is presen...
The genetic algorithm approach to solve traffic signal control and traffic assignment problem is use...
The genetic algorithm approach to solve traffic signal control and traffic assignment problem is use...
It is well known that coordinated, area-wide traffic signal control provides great potential for imp...
This study develops a genetic algorithm with TRANSYT hill-climbing optimization routine, referred to...
A bi-level and mutually consistent (MC) programming techniques have previously been proposed, in whi...
A bi-level and mutually consistent (MC) programming techniques have previously been proposed, in whi...
It is well known that coordinated, area-wide traffic signal control provides great potential for imp...
In this paper, a genetic algorithm is developed to optimise the fixed-time signal timings for area t...
This study deals with the sensitivity analysis of an equilibrium transportation networks using genet...
Optimising traffic signal timings for a multiple-junction road network is a difficult but important ...
Optimising traffic signal timings for a multiple-junction road network is a difficult but important ...
This study develops a genetic algorithm with TRANSYT hill-climbing optimization routine, referred to...
PDFTech Report047IY02Traffic signalsTraffic signal intervalsTraffic signal control systemsIllinoisNE...
In this article, a two-stage approach to the calculation of reserve capacity for a network is presen...
In this article, a two-stage approach to the calculation of reserve capacity for a network is presen...
The genetic algorithm approach to solve traffic signal control and traffic assignment problem is use...
The genetic algorithm approach to solve traffic signal control and traffic assignment problem is use...
It is well known that coordinated, area-wide traffic signal control provides great potential for imp...
This study develops a genetic algorithm with TRANSYT hill-climbing optimization routine, referred to...
A bi-level and mutually consistent (MC) programming techniques have previously been proposed, in whi...
A bi-level and mutually consistent (MC) programming techniques have previously been proposed, in whi...
It is well known that coordinated, area-wide traffic signal control provides great potential for imp...
In this paper, a genetic algorithm is developed to optimise the fixed-time signal timings for area t...
This study deals with the sensitivity analysis of an equilibrium transportation networks using genet...
Optimising traffic signal timings for a multiple-junction road network is a difficult but important ...
Optimising traffic signal timings for a multiple-junction road network is a difficult but important ...
This study develops a genetic algorithm with TRANSYT hill-climbing optimization routine, referred to...
PDFTech Report047IY02Traffic signalsTraffic signal intervalsTraffic signal control systemsIllinoisNE...