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dc.contributor.authorShao Zi-ke;Zhang Quan;Zhang Xiao-hui;Li Wen-quan
dc.date.accessioned2019-02-26T07:37:02Z
dc.date.available2019-02-26T07:37:02Z
dc.date.issued2018
dc.identifier.otherJHTRCQ.0000629.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248294
dc.description.abstractA model of a parallel-type acceleration lane length based on the dynamic merging process is established in this study to determine the need for parallel-type acceleration lane length of merging vehicles. The model considers road operation and design attributes, driver attributes, vehicle attributes, and several random attributes in the insertion process, and sets random attributes as the breakthrough point. Furthermore, Monte Carlo simulation is used to solve the model. The case study introduces the use of the model and proves its applicability.
dc.publisherAmerican Society of Civil Engineers
dc.titleModel of Parallel-Type Acceleration Lane Length
dc.typeJournal Paper
dc.journal.volume12
dc.journal.issue2
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000629
dc.page81
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2018:;Volume ( 012 ):;issue: 002
dc.contenttypeFulltext


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