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Driver Behavior Characterization in Roundabout Crossings

datacite.subject.fosCiências Sociais::Outras Ciências Sociais
dc.contributor.authorSilva, Ana Bastos
dc.contributor.authorSantos, Sílvia
dc.contributor.authorVasconcelos, Luís
dc.contributor.authorSeco, Álvaro
dc.contributor.authorSilva, João Pedro
dc.date.accessioned2025-07-01T16:10:06Z
dc.date.available2025-07-01T16:10:06Z
dc.date.issued2014
dc.description17th Meeting of the EURO Working Group on Transportation, EWGT, 2014, 2-4 July 2014, Sevilla, Spain.
dc.description.abstractRoundabouts are widely accepted for their safety, capacity and environmental advantages. Although it can be easily recognized that the driver behavior is mostly related with the roundabout geometry. This paper presents a detailed characterization of the driver behavior while crossing three consecutive double-lane roundabouts in an arterial road. Driver behavior was described in three main levels: i) speed profiles; ii) lateral acceleration profiles; iii) roundabout geometry. It is shown that roundabouts can substantially reduce speed in the negotiation zone. The entry speed and influence zone depends on the desired speed in the upstream sections and on the roundabout geometric characteristics.eng
dc.description.sponsorshipThis work was supported by FEDER funds through the “Programa Operacional Factores de Competitividade” – COMPETE and by national funds through FCT – “Fundação para a Ciência e Tecnologia” in the scope of the R&D project PTDC/SEN-TRA/122114/2010, AROUND – Improving Capacity and Emission Models of Roundabouts and by the Energy and Mobility for Sustainable Regions – EMSURE – Project (CENTRO-07-0224-FEDER-002004).
dc.identifier.citationAna Bastos Silva, Sílvia Santos, Luís Vasconcelos, Álvaro Seco, João Pedro Silva, Driver Behavior Characterization in Roundabout Crossings, Transportation Research Procedia, Volume 3, 2014, Pages 80-89, ISSN 2352-1465, https://doi.org/10.1016/j.trpro.2014.10.093.
dc.identifier.doi10.1016/j.trpro.2014.10.093
dc.identifier.eissn2352-1465
dc.identifier.issn2352-1457
dc.identifier.urihttp://hdl.handle.net/10400.8/13495
dc.language.isoeng
dc.peerreviewedyes
dc.publisherElsevier
dc.relationAROUND - Improving Capacity And Emission Models of Roundabouts
dc.relation.hasversionhttps://www.sciencedirect.com/science/article/pii/S2352146514002567
dc.relation.ispartofTransportation Research Procedia
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subjectRoundabout
dc.subjectdriver behavior
dc.subjectspeed profile
dc.subjectinfluence zone
dc.subjectlateral acceleration profile
dc.titleDriver Behavior Characterization in Roundabout Crossingseng
dc.typejournal article
dspace.entity.typePublication
oaire.awardTitleAROUND - Improving Capacity And Emission Models of Roundabouts
oaire.awardURIhttp://hdl.handle.net/10400.8/13493
oaire.citation.endPage89
oaire.citation.startPage80
oaire.citation.titleTransportation Research Procedia
oaire.citation.volume3
oaire.fundingStream5876-PPCDTI
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
person.familyNameCruz da Silva
person.givenNameJoão Pedro
person.identifier.ciencia-id961E-61CC-3A9D
person.identifier.orcid0000-0003-4206-243X
relation.isAuthorOfPublication46d8dfe0-9d72-49a0-a14f-f27d33f99a0f
relation.isAuthorOfPublication.latestForDiscovery46d8dfe0-9d72-49a0-a14f-f27d33f99a0f
relation.isProjectOfPublication9a7a6d0e-72fe-49bf-a36e-e60a8ce7bc8c
relation.isProjectOfPublication.latestForDiscovery9a7a6d0e-72fe-49bf-a36e-e60a8ce7bc8c

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Roundabouts are widely accepted for their safety, capacity and environmental advantages. Although it can be easily recognized that the driver behavior is mostly related with the roundabout geometry. This paper presents a detailed characterization of the driver behavior while crossing three consecutive double-lane roundabouts in an arterial road. Driver behavior was described in three main levels: i) speed profiles; ii) lateral acceleration profiles; iii) roundabout geometry. It is shown that roundabouts can substantially reduce speed in the negotiation zone. The entry speed and influence zone depends on the desired speed in the upstream sections and on the roundabout geometric characteristics.
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