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contributor authorYang Xiaoguang
contributor authorXu Hui
contributor authorGao Xin
contributor authorLong Kejun
date accessioned2017-05-08T22:04:46Z
date available2017-05-08T22:04:46Z
date copyrightMarch 2012
date issued2012
identifier otherjhtrcq%2E0000093.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70640
description abstractAimed at the capacity reduction factor of outside lane when buses move in and out of bus stops, using the related results of queuing theory and gap acceptance theory, the setting conditions of margin for the stops of single driveway were discussed. The influence time models of linear bus stops and bus bay stops of mobile driveway were established separately. Then, considered the delay of bus moving out of bus stop and service intensity as the constraint conditions, the capacity calculation model and condition setting model of mobile driveway were worked out. At last, the simulation experiment and model calculation results was comparative analysed, the adaptability check of models was performed, and the ranges of capacity with different bus arriving rates were given. The results show that the setting conditions of bus bay stops of single driveway are
publisherAmerican Society of Civil Engineers
titleStudy of Setting Conditions of Bus Bay Stop of Single Driveway
typeJournal Paper
journal volume6
journal issue1
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000093
treeJournal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 001
contenttypeFulltext


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