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An automatic calibration procedure of driving behaviour parameters in the presence of high bus volume

  • Nima Dadashzadeh
  • , Murat Ergun
  • , Sercan Kesten
  • , Marijan Žura*
  • *Bu çalışma için yazışmadan sorumlu yazar
  • Istanbul Technical University
  • University of Ljubljana
  • Transportation Eng. Division
  • Isik University

Araştırma sonucu: Dergiye katkıMakalebilirkişi

9 Atıf (Scopus)

Özet

Most of the microscopic traffic simulation programs used today incorporate car-following and lane-change models to simulate driving behaviour across a given area. The main goal of this study has been to develop an automatic calibration process for the parameters of driving behaviour models using metaheuristic algorithms. Genetic Algorithm (GA), Particle Swarm Optimization (PSO), and a combination of GA and PSO (i.e. hybrid GAPSO and hybrid PSOGA) were used during the optimization stage. In order to verify our proposed methodology, a suitable study area with high bus volume on-ramp from the O-1 Highway in Istanbul has been modelled in VISSIM. Traffic data have been gathered through detectors. The calibration procedure has been coded using MATLAB and implemented via the VISSIM-MATLAB COM interface. Using the proposed methodology, the results of the calibrated model showed that hybrid GAPSO and hybrid PSOGA techniques outperformed the GA-only and PSO-only techniques during the calibration process. Thus, both are recommended for use in the calibration of microsimulation traffic models, rather than GA-only and PSO-only techniques.

Orijinal dilİngilizce
Sayfa (başlangıç-bitiş)491-502
Sayfa sayısı12
DergiPromet - Traffic and Transportation
Hacim31
Basın numarası5
DOI'lar
Yayın durumuYayınlandı - Kas 2019
Harici olarak yayınlandıEvet

Bibliyografik not

Publisher Copyright:
© 2019, Faculty of Transport and Traffic Engineering. All rights reserved.

Finansman

This study is a part of Ph.D. thesis of the corresponding author from the Istanbul Technical University, Turkey. We would like to thank Prof. Dr. Tomaž Maher and Assist. Dr. Rok Marsetič from the Traffic Technical Institute of Civil and Geodetic Engineering Faculty, University of Ljubljana, Slovenia, for their kind support, valuable comments, and helpful suggestions. The authors are also thankful to the PTV-AG Karlsruhe Company for their support in providing a thesis-based unlimited version of VISSIM software.

Finansörler
Traffic Technical Institute of Civil and Geodetic Engineering Faculty, University of Ljubljana
Istanbul Teknik Üniversitesi

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