Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/8275
Full metadata record
DC FieldValueLanguage
dc.contributor.authorDell'orco, Mauro-
dc.contributor.authorBaşkan, Özgür-
dc.contributor.authorMarinelli, M.-
dc.date.accessioned2019-08-16T12:37:56Z
dc.date.available2019-08-16T12:37:56Z
dc.date.issued2013-
dc.identifier.issn0353-5320-
dc.identifier.urihttps://hdl.handle.net/11499/8275-
dc.identifier.urihttps://doi.org/10.7307/ptt.v25i4.979-
dc.description.abstractIn this study, a bi-level formulation is presented for solving the Equilibrium Network Design Problem (ENDP). The optimization of the signal timing has been carried out at the upper-level using the Harmony Search Algorithm (HSA), whilst the traffic assignment has been carried out through the Path Flow Estimator (PFE) at the lower level. The results of HSA have been first compared with those obtained using the Genetic Algorithm (GA) and the Hill Climbing on a two-junction network for a fixed set of link flows. Secondly, HSA with PFE has been applied to the medium-sized network to show the applicability of the proposed algorithm in solving ENDP. Additionally, in order to test the sensitivity of perceived travel time error, we have used HSA with PFE with various level of perceived travel time. The results showed that the proposed method is quite simple and efficient in solving ENDP.en_US
dc.language.isoenen_US
dc.publisherFaculty of Transport and Traffic Engineeringen_US
dc.relation.ispartofPromet - Traffic - Trafficoen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectEquilibrium network design problemen_US
dc.subjectHarmony search algorithmen_US
dc.subjectSensitivity parameteren_US
dc.subjecterror analysisen_US
dc.subjectgenetic algorithmen_US
dc.subjectharmonic analysisen_US
dc.subjectnetwork designen_US
dc.subjectoptimizationen_US
dc.subjectparameterizationen_US
dc.subjectsensitivity analysisen_US
dc.subjectsignalen_US
dc.subjecttraffic managementen_US
dc.subjecttravel timeen_US
dc.titleA harmony search algorithm approach for optimizing traffic signal timingsen_US
dc.typeArticleen_US
dc.identifier.volume25en_US
dc.identifier.issue4en_US
dc.identifier.startpage349
dc.identifier.startpage349en_US
dc.identifier.endpage358en_US
dc.identifier.doi10.7307/ptt.v25i4.979-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopus2-s2.0-84925053989en_US
dc.identifier.wosWOS:000322851700005en_US
dc.identifier.scopusqualityQ2-
dc.ownerPamukkale University-
item.languageiso639-1en-
item.openairetypeArticle-
item.grantfulltextopen-
item.cerifentitytypePublications-
item.fulltextWith Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.author.dept10.02. Civil Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
Files in This Item:
File SizeFormat 
979-Article Text-3124-1-10-20130715.pdf909.33 kBAdobe PDFView/Open
Show simple item record



CORE Recommender

SCOPUSTM   
Citations

20
checked on Jun 29, 2024

WEB OF SCIENCETM
Citations

17
checked on Jul 17, 2024

Page view(s)

36
checked on May 27, 2024

Download(s)

12
checked on May 27, 2024

Google ScholarTM

Check




Altmetric


Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.