Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/98336
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dc.contributorDepartment of Logistics and Maritime Studiesen_US
dc.creatorQu, Xen_US
dc.creatorZhang, Jen_US
dc.creatorWang, Sen_US
dc.date.accessioned2023-04-27T01:04:53Z-
dc.date.available2023-04-27T01:04:53Z-
dc.identifier.issn0191-2615en_US
dc.identifier.urihttp://hdl.handle.net/10397/98336-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2017 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2017. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/.en_US
dc.rightsThe following publication Qu, X., Zhang, J., & Wang, S. (2017). On the stochastic fundamental diagram for freeway traffic: model development, analytical properties, validation, and extensive applications. Transportation research part B: methodological, 104, 256-271 is available at https://doi.org/10.1016/j.trb.2017.07.003.en_US
dc.subjectSpeed distributionsen_US
dc.subjectStochastic fundamental diagramen_US
dc.subjectTraffic controlen_US
dc.titleOn the stochastic fundamental diagram for freeway traffic : model development, analytical properties, validation, and extensive applicationsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage256en_US
dc.identifier.epage271en_US
dc.identifier.volume104en_US
dc.identifier.doi10.1016/j.trb.2017.07.003en_US
dcterms.abstractIn this research, we apply a new calibration approach to generate stochastic traffic flow fundamental diagrams. We first prove that the percentile based fundamental diagrams are obtainable based on the proposed model. We further prove the proposed model has continuity, differentiability and convexity properties so that it can be easily solved by Gauss–Newton method. By selecting different percentile values from 0 to 1, the speed distributions at any given densities can be derived. The model has been validated based on the GA400 data and the calibrated speed distributions perfectly fit the speed-density data. This proposed methodology has wide applications. First, new approaches can be proposed to evaluate the performance of calibrated fundamental diagrams by taking into account not only the residual but also ability to reflect the stochasticity of samples. Secondly, stochastic fundamental diagrams can be used to develop and evaluate traffic control strategies. In particular, the proposed stochastic fundamental diagram is applicable to model and optimize the connected and automated vehicles at the macroscopic level with an objective to reduce the stochasticity of traffic flow. Last but not the least, this proposed methodology can be applied to generate the stochastic models for most regression models with scattered samples.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationTransportation research. Part B, Methodological, Oct. 2017, v. 104, p. 256-271en_US
dcterms.isPartOfTransportation research. Part B, Methodologicalen_US
dcterms.issued2017-10-
dc.identifier.scopus2-s2.0-85025822282-
dc.identifier.eissn1879-2367en_US
dc.description.validate202304 bckwen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberLMS-0379-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextUTS bluesky; ECR grantsen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6765107-
dc.description.oaCategoryGreen (AAM)en_US
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