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Quasidynamic network assignment procedure with transient demand matrices

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dc.contributor.author Tsekeris, T en
dc.contributor.author Stathopoulos, A en
dc.date.accessioned 2014-03-01T01:23:00Z
dc.date.available 2014-03-01T01:23:00Z
dc.date.issued 2005 en
dc.identifier.issn 0733-947X en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/16759
dc.subject Intelligent transportation systems en
dc.subject Simulation models en
dc.subject Traffic analysis en
dc.subject Traffic assignment en
dc.subject Transportation networks en
dc.subject Travel demand en
dc.subject Urban transportation en
dc.subject.classification Engineering, Civil en
dc.subject.classification Transportation Science & Technology en
dc.subject.other Mathematical models en
dc.subject.other Monitoring en
dc.subject.other Real time systems en
dc.subject.other Traffic control en
dc.subject.other Urban planning en
dc.subject.other Matrix split sequence en
dc.subject.other Quasidynamic network assignments (DNA) en
dc.subject.other Real time guidance systems en
dc.subject.other Urban networks en
dc.subject.other Transportation routes en
dc.subject.other urban transport en
dc.title Quasidynamic network assignment procedure with transient demand matrices en
heal.type journalArticle en
heal.identifier.primary 10.1061/(ASCE)0733-947X(2005)131:2(89) en
heal.identifier.secondary http://dx.doi.org/10.1061/(ASCE)0733-947X(2005)131:2(89) en
heal.language English en
heal.publicationDate 2005 en
heal.abstract This paper presents a simulation-based quasidynamic network assignment (DNA) procedure that facilitates the representation of changes in route choice behavior of users traveling on extended urban networks. The procedure is based on the building of regularly updated transient demand matrices. Its potential to facilitate on-line traffic monitoring of the effects of implementing real-time guidance systems is investigated both theoretically and empirically through testing in real urban network conditions. The DNA model performance is assessed with respect to the assumed origin-destination (O-D) matrix split sequence, the temporal length of updating periods, in which the total assignment period is divided, and the total size of O-D demand. The simulation results indicate the beneficial impact of dynamic optimal path information provision using the DNA model on network performance. The benefits of information updating frequency, ranging from 30 to 5 min, are found to increase with respect to the growing levels of network congestion. © ASCE. en
heal.publisher ASCE-AMER SOC CIVIL ENGINEERS en
heal.journalName Journal of Transportation Engineering en
dc.identifier.doi 10.1061/(ASCE)0733-947X(2005)131:2(89) en
dc.identifier.isi ISI:000226430800003 en
dc.identifier.volume 131 en
dc.identifier.issue 2 en
dc.identifier.spage 89 en
dc.identifier.epage 100 en


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