Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/6059
Full metadata record
DC FieldValueLanguage
dc.contributor.authorYalcinli, F.-
dc.contributor.authorAkdemir, B.-
dc.contributor.authorDurdu, A.-
dc.date.accessioned2024-08-10T13:37:27Z-
dc.date.available2024-08-10T13:37:27Z-
dc.date.issued2024-
dc.identifier.issn1392-1215-
dc.identifier.urihttps://doi.org/10.5755/j02.eie.36536-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/6059-
dc.description.abstractAs population increases, one of the factors affecting life is traffic. Efficient traffic management has a direct positive impact on issues such as time, carbon dioxide emissions, and fuel consumption. Today, an important parameter under the heading of traffic is the signalling systems for intersections, which are operated with fixed-time, semi-actuated, fully actuated, and fully adaptive control methods. In this study, an adaptive traffic management model is developed for signalised intersections. The adaptive traffic management model developed includes phase extension with minimum and maximum time intervals dependent on density and phase skip features. Additionally, the most distinctive feature of the model is its flexible phase structure rather than a sequential phase. The Heybe intersection, located within the boundaries of Antalya province, is modelled one-to-one in the simulation of urban mobility (SUMO) simulation programme with real intersection data. The developed adaptive traffic management model is applied to the Heybe intersection, and the effects of the model are revealed. Improvements obtained from the SUMO simulation programme were verified through visual inspection, and high-accuracy results were determined. As a result of the studies, it was found that the application of the adaptive traffic management model developed at Heybe intersection, which has approximately 50,000 vehicles passing daily, resulted in a 27.2% improvement in the average delay per vehicle parameter, a 32.4% improvement in the average waiting time per vehicle parameter, and a 16.7 % improvement in the average speed per vehicle parameter. © 2024 Kauno Technologijos Universitetas. All rights reserved.en_US
dc.language.isoenen_US
dc.publisherKauno Technologijos Universitetasen_US
dc.relation.ispartofElektronika ir Elektrotechnikaen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAdaptive control; Smart transportation; SUMO simulation programme; Traffic controlen_US
dc.titleAdaptive Traffic Management Model for Signalised Intersectionsen_US
dc.typeArticleen_US
dc.identifier.doi10.5755/j02.eie.36536-
dc.identifier.scopus2-s2.0-85199383491en_US
dc.departmentKTÜNen_US
dc.identifier.volume30en_US
dc.identifier.issue3en_US
dc.identifier.startpage72en_US
dc.identifier.endpage82en_US
dc.institutionauthor-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid59229960700-
dc.authorscopusid23018174000-
dc.authorscopusid55364612200-
item.fulltextNo Fulltext-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextnone-
crisitem.author.dept02.04. Department of Electrical and Electronics Engineering-
crisitem.author.dept02.04. Department of Electrical and Electronics Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
Show simple item record



CORE Recommender

Page view(s)

4
checked on Aug 26, 2024

Google ScholarTM

Check




Altmetric


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