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dc.contributor.authorDanilevičius, Algimantas
dc.contributor.authorBogdevičius, Marijonas
dc.contributor.authorGusarovienė, Modesta
dc.contributor.authorVaičiūnas, Gediminas
dc.contributor.authorPečeliūnas, Robertas
dc.contributor.authorDanilevičienė, Irena
dc.date.accessioned2023-09-18T17:17:12Z
dc.date.available2023-09-18T17:17:12Z
dc.date.issued2018
dc.identifier.issn1392-1207
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/121433
dc.description.abstractThe traffic flow problem is spread analyzed by many authors like Liu et al., Nagatani and Kaur et al. This paper investigates the traffic flow problem that occurs due to the incorrect traffic lights control. Traffic lights should be match with the traffic flow and must to optimize it. The rational traffic lights period is set by the analysis of the situation on city’s street. A discrete model of traffic flow is used to obtain the results of traffic flow simulation. The results of modelling allows to analyze the dynamics of transport flows in the context of analyzed road and due to the studied boundary conditions. In this article the discrete model of traffic flow is complemented by new parameters (coefficients), which allows to fit the modelling results with real conditions of traffic flows. Authors argued that the last point of all traf-fic flows is the main aspect of the investigation of the ef-fect of the changed concentration on the modelling street. Also an amplitude spectrum of traffic flow parameters has been created. This amplitude spectrum helps to determine the frequencies of the road network.eng
dc.formatPDF
dc.format.extentp. 845-851
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyINSPEC
dc.relation.isreferencedbyCompendex
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.source.urihttp://mechanika.ktu.lt/index.php/Mech/article/view/22477/9757
dc.source.urihttp://dx.doi.org/10.5755/j01.mech.24.6.22477
dc.titleDetermination of optimal traffic light period using a discrete traffic flow model
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references18
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.institutionSĮ "Susisiekimo paslaugos"
dc.contributor.facultyTransporto inžinerijos fakultetas / Faculty of Transport Engineering
dc.contributor.facultyVerslo vadybos fakultetas / Faculty of Business Management
dc.subject.researchfieldT 003 - Transporto inžinerija / Transport engineering
dc.subject.researchfieldS 004 - Ekonomika / Economics
dc.subject.vgtuprioritizedfieldsTD05 - Miesto judumas / Urban mobility
dc.subject.ltspecializationsL106 - Transportas, logistika ir informacinės ir ryšių technologijos (IRT) / Transport, logistic and information and communication technologies
dc.subject.enamplitude
dc.subject.endensity
dc.subject.endiscrete model
dc.subject.enspectrum
dc.subject.entraffic flow
dc.subject.entraffic light
dc.subject.envelocity
dcterms.sourcetitleMechanika
dc.description.issueiss. 6
dc.description.volumevol. 24
dc.publisher.nameKTU
dc.publisher.cityKaunas
dc.identifier.doi000455913800012
dc.identifier.doi2-s2.0-85062226004
dc.identifier.doi10.5755/j01.mech.24.6.22477
dc.identifier.elaba33733856


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