Dergi makalesi Açık Erişim
Murat, Yetis Sazi; Cakici, Ziya; Tian, Zong
<?xml version='1.0' encoding='utf-8'?> <resource xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://datacite.org/schema/kernel-4" xsi:schemaLocation="http://datacite.org/schema/kernel-4 http://schema.datacite.org/meta/kernel-4.1/metadata.xsd"> <identifier identifierType="URL">https://aperta.ulakbim.gov.tr/record/70533</identifier> <creators> <creator> <creatorName>Murat, Yetis Sazi</creatorName> <givenName>Yetis Sazi</givenName> <familyName>Murat</familyName> <affiliation>Pamukkale Univ, Fac Engn, Denizli, Turkey</affiliation> </creator> <creator> <creatorName>Cakici, Ziya</creatorName> <givenName>Ziya</givenName> <familyName>Cakici</familyName> <affiliation>Bayburt Univ, Fac Engn, Bayburt, Turkey</affiliation> </creator> <creator> <creatorName>Tian, Zong</creatorName> <givenName>Zong</givenName> <familyName>Tian</familyName> <affiliation>Univ Nevada, Coll Engn, Dep Civil & Environm Engn, Reno, NV 89557 USA</affiliation> </creator> </creators> <titles> <title>A Signal Timing Assignment Proposal For Urban Multi Lane Staged Controlled Signalised Roundabouts</title> </titles> <publisher>Aperta</publisher> <publicationYear>2019</publicationYear> <dates> <date dateType="Issued">2019-01-01</date> </dates> <resourceType resourceTypeGeneral="Text">Journal article</resourceType> <alternateIdentifiers> <alternateIdentifier alternateIdentifierType="url">https://aperta.ulakbim.gov.tr/record/70533</alternateIdentifier> </alternateIdentifiers> <relatedIdentifiers> <relatedIdentifier relatedIdentifierType="DOI" relationType="IsIdenticalTo">10.14256/JCE.2323.2018</relatedIdentifier> </relatedIdentifiers> <rightsList> <rights rightsURI="http://www.opendefinition.org/licenses/cc-by">Creative Commons Attribution</rights> <rights rightsURI="info:eu-repo/semantics/openAccess">Open Access</rights> </rightsList> <descriptions> <description descriptionType="Abstract">The 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.</description> </descriptions> </resource>
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