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contributor authorGuojun Chen
contributor authorXuemei Zhou
contributor authorDong Zhang
contributor authorXiaoguang Yang
date accessioned2017-05-08T22:02:24Z
date available2017-05-08T22:02:24Z
date copyrightSeptember 2013
date issued2013
identifier other%28asce%29te%2E1943-5436%2E0000565.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69545
description abstractAt the terminal station, the path headway bias of a trip is linearly correlated to the travel time of the path when it is beyond a critical range, which marks the tendency between successive trips. A tendency-based model for trajectory prediction was proposed in which the path headway bias was assumed to be proportionally amplified at downstream stops with an increase in path travel time, when buses fall into the amplifying tendency, or remain the same, when buses fall into the maintaining tendency. The boundary of the tendency was calibrated by the relative performance between the proportion-based model and the history-based model. The calibrated tendency-based model succeeds in avoiding the amplification of nondirectional path headway bias in the proportion-based model by keeping buses in the maintaining tendency and promoting the amplification of directional path headway bias by allowing buses to fall into the amplifying tendency.
publisherAmerican Society of Civil Engineers
titleProportion-Based and Tendency-Based Bus Trajectory Prediction Models
typeJournal Paper
journal volume139
journal issue9
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000520
treeJournal of Transportation Engineering, Part A: Systems:;2013:;Volume ( 139 ):;issue: 009
contenttypeFulltext


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