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dc.contributor.authorAlzoubaidi, Mutasem-
dc.contributor.authorAl-Balbissi, Adli-
dc.contributor.authorAlzoubaidi, Abdel Rahman-
dc.contributor.authorAlzoubaidi, Amr-
dc.contributor.authorAzzeh, Baha-
dc.contributor.authorAl-Mansour, Ahmed-
dc.contributor.authorFarid, Ahmed-
dc.date.accessioned2023-04-30T22:02:11Z-
dc.date.available2023-04-30T22:02:11Z-
dc.date.issued2021-12-
dc.identifier.issn2616-6127-
dc.identifier.issn2617-4383-
dc.identifier.otherhttps://doi.org/10.32010/26166127.2021.4.2.155.169-
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/74-
dc.description.abstractThis paper conducted an operational, economic analysis to assess alternative solutions to traffic congestion. They involved integrating adaptive traffic signal control (ATSC) with connected vehicle technology (ATSC-CV) and the application of various conventional and unconventional solutions. The studied conventional scenarios include signal timing optimization, signal actuation, and upgrading existing intersections to interchanges. There were unconventional scenarios involving converting two intersections to interchanges and the third to a continuous green-T intersection (CGTI). Different unconventional alternatives involved deploying ATSC-CV-based systems assuming varying market penetration rates (MPRs). The operational performance of each alternative was analyzed using VISSIM microsimulation software. To model the driving behavior of CVs, Python programming language was used through the COM interface in VISSIM. One-way analysis of variance (ANOVA) and post-hoc testing results indicate that implementing any suggested alternative would substantially decrease the mean vehicular travel time compared to the fixed signal control strategy currently implemented. Specifically, the ATSC-CV-based systems yielded notable travel time reductions ranging from 9.5% to 21.3%. Also, ANOVA results revealed that the highest benefit-to-cost ratio among all alternatives belonged to scenarios in which the MPRs of CVs were 100%. It was also found that ATSC-CV-based systems with MPRs of 25% and 50% would be as feasible as converting signalized intersections to underpass interchanges.en_US
dc.language.isoenen_US
dc.publisherAzerbaijan Journal of High Performance Computingen_US
dc.subjectConnected vehiclesen_US
dc.subjectAdaptive traffic signal controlen_US
dc.subjectTraffic operationsen_US
dc.subjectBenefit-to-Cost ratioen_US
dc.subjectMicrosimulationen_US
dc.subjectVISSIMen_US
dc.titleCONNECTED VEHICLES VERSUS CONVENTIONAL TRAFFIC CONGESTION MITIGATION MEASURES: AN OPERATIONAL ECONOMIC ANALYSISen_US
dc.typeArticleen_US
dc.source.journaltitleAzerbaijan Journal of High Performance Computingen_US
dc.source.volume4en_US
dc.source.issue2en_US
dc.source.beginpage155en_US
dc.source.endpage169en_US
dc.source.numberofpages15en_US
Appears in Collections:Azerbaijan Journal of High Performance Computing

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