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dc.contributor.authorLo, SCen_US
dc.contributor.authorCho, HJen_US
dc.date.accessioned2014-12-08T15:18:08Z-
dc.date.available2014-12-08T15:18:08Z-
dc.date.issued2005-11-01en_US
dc.identifier.issn0016-0032en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.jfranklin.2005.06.002en_US
dc.identifier.urihttp://hdl.handle.net/11536/13104-
dc.description.abstractThis study discusses chaotic traffic flow. The discrete dynamic model proposed herein is derived from both the flow-density-speed fundamental diagram and Greenshield's model. The model employs occupancy as its variable and the ratio of free flow and average speed as its control parameter. The function form of the model is equal to logistic map that bifurcates when the value of the control parameter increases. Chaotic traffic means that traffic becomes unstable and unpredictable, which is dangerous for driving. Therefore, this study considers the implementation of chaotic control in signal or ramp metering design so as to stabilize the chaotic traffic phenomena. These results are illustrated by numerical examples. (c) 2005 The Franklin Institute. Published by Elsevier Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectchaosen_US
dc.subjectchaotic controlen_US
dc.subjectdiscrete dynamic modelen_US
dc.subjecttraffic flowen_US
dc.subjectlogistic mapen_US
dc.titleChaos and control of discrete dynamic traffic modelen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.jfranklin.2005.06.002en_US
dc.identifier.journalJOURNAL OF THE FRANKLIN INSTITUTE-ENGINEERING AND APPLIED MATHEMATICSen_US
dc.citation.volume342en_US
dc.citation.issue7en_US
dc.citation.spage839en_US
dc.citation.epage851en_US
dc.contributor.department運輸與物流管理系 註:原交通所+運管所zh_TW
dc.contributor.departmentDepartment of Transportation and Logistics Managementen_US
dc.identifier.wosnumberWOS:000233227200009-
dc.citation.woscount12-
Appears in Collections:Articles


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