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A signal timing assignment proposal for urban multi lane signalised roundabouts

dc.contributor.authorMurat Y.S.
dc.contributor.authorCakici Z.
dc.contributor.authorTian Z.
dc.date.accessioned20.04.201910:49:12
dc.date.accessioned2019-04-20T21:43:00Z
dc.date.available20.04.201910:49:12
dc.date.available2019-04-20T21:43:00Z
dc.date.issued2019
dc.identifier.issn0350-2465
dc.identifier.urihttps://dx.doi.org/10.14256/JCE.2323.2018
dc.identifier.urihttps://hdl.handle.net/20.500.12403/334
dc.description.abstractThe relationship between the left-turning traffic volume and the storage area at signalised roundabouts is investigated, and a calculation procedure for signal timing is proposed in this paper. The parameters associated with the developing stages of a new expression/ model are also defined. Four different signal timing scenarios are considered. The results show that the proposed formula can be used for the design of signalised roundabouts. © 2019 Union of Croatian Civil Engineers and Technicians. All Rights Reserved.en_US
dc.language.isoengen_US
dc.publisherUnion of Croatian Civil Engineers and Technicians
dc.relation.isversionof10.14256/JCE.2323.2018
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectIntersection
dc.subjectSignalised roundabouts
dc.subjectSimulation
dc.subjectTraffic
dc.subjectVISSIM
dc.subjectIntersection
dc.subjectSignalised roundabouts
dc.subjectSimulation
dc.subjectTraffic
dc.subjectVISSIM
dc.titleA signal timing assignment proposal for urban multi lane signalised roundaboutsen_US
dc.typearticleen_US
dc.relation.journalGradjevinaren_US
dc.contributor.departmentBayburt Universityen_US
dc.contributor.authorID6508113296
dc.contributor.authorID56593275500
dc.contributor.authorID57207845806
dc.identifier.volume71
dc.identifier.issue2
dc.identifier.startpage113
dc.identifier.endpage124
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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