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contributor authorLiang-Tay Lin
contributor authorLi-Wei (Chris) Tung
contributor authorHsin-Chuan Ku
date accessioned2017-05-08T22:01:42Z
date available2017-05-08T22:01:42Z
date copyrightAugust 2010
date issued2010
identifier other%28asce%29te%2E1943-5436%2E0000169.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69119
description abstractFor the most part, optimal signal timing is the most effective and economical method for mitigating traffic congestion in urban areas. In this study, a new mixed integer nonlinear programming model is proposed to develop an optimal arterial-based progression algorithm. The proposed algorithm is designed to optimize the bandwidths for contiguous signals along a signalized arterial. The traffic conditions for examining the proposed algorithm are extracted from moderate to high saturated traffic conditions. The main objective of the proposed algorithm is to allow traffic to traverse through the maximum number of downstream intersections without a stop. According to measures of effectiveness
publisherAmerican Society of Civil Engineers
titleSynchronized Signal Control Model for Maximizing Progression along an Arterial
typeJournal Paper
journal volume136
journal issue8
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000123
treeJournal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 008
contenttypeFulltext


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