Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/76548
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dc.contributorDepartment of Logistics and Maritime Studiesen_US
dc.creatorLiu, ZYen_US
dc.creatorZhang, Yen_US
dc.creatorWang, SAen_US
dc.creatorLi, ZBen_US
dc.date.accessioned2018-05-10T02:56:10Z-
dc.date.available2018-05-10T02:56:10Z-
dc.identifier.issn0197-6729en_US
dc.identifier.urihttp://hdl.handle.net/10397/76548-
dc.language.isoenen_US
dc.publisherJohn Wiley & Sonsen_US
dc.rightsCopyright © 2017 Zhiyuan Liu et al. This is an open access article distributed under the Creative Commons Attribution License (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.en_US
dc.rightsThe following publication Zhiyuan Liu, Yong Zhang, Shuaian Wang, Zhibin Li, "A Trial-and-Error Method with Autonomous Vehicle-to-Infrastructure Traffic Counts for Cordon-Based Congestion Pricing", Journal of Advanced Transportation, vol. 2017, Article ID 9243039, 8 pages, 2017 is available at https://doi.org/10.1155/2017/9243039.en_US
dc.titleA trial-and-error method with autonomous vehicle-to-infrastructure traffic counts for cordon-based congestion pricingen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume2017en_US
dc.identifier.doi10.1155/2017/9243039en_US
dcterms.abstractThis study proposes a practical trial-and-error method to solve the optimal toll design problem of cordon-based pricing, where only the traffic counts autonomously collected on the entry links of the pricing cordon are needed. With the fast development and adoption of vehicle-to-infrastructure (V2I) facilities, it is very convenient to autonomously collect these data. Two practical properties of the cordon-based pricing are further considered in this article: the toll charge on each entry of one pricing cordon is identical; the total inbound flow to one cordon should be restricted in order to maintain the traffic conditions within the cordon area. Then, the stochastic user equilibrium (SUE) with asymmetric link travel time functions is used to assess each feasible toll pattern. Based on a variational inequality (VI) model for the optimal toll pattern, this study proposes a theoretically convergent trial-and-error method for the addressed problem, where only traffic counts data are needed. Finally, the proposed method is verified based on a numerical network example.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of advanced transportation, 2017, v. 2017, 9243039en_US
dcterms.isPartOfJournal of advanced transportationen_US
dcterms.issued2017-
dc.identifier.isiWOS:000404926400001-
dc.identifier.eissn2042-3195en_US
dc.identifier.artn9243039en_US
dc.identifier.rosgroupid2017001726-
dc.description.ros2017-2018 > Academic research: refereed > Publication in refereed journalen_US
dc.description.validate201805 bcrcen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberLMS-0549-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6821605-
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