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contributor authorHo-Kyung
contributor authorKim
contributor authorKwon-Taek
contributor authorKim
contributor authorHo
contributor authorLee
contributor authorSunjoong
contributor authorKim
date accessioned2017-05-08T21:35:30Z
date available2017-05-08T21:35:30Z
date copyrightAugust 2013
date issued2013
identifier other%28asce%29be%2E1943-5592%2E0000407.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56951
description abstractA stabilizing cable (SC), used for mitigating buffeting vibration in a cantilevered structure of a cable-stayed bridge during construction, is normally installed with pretension. When a situation arises where only SCs are allowed in side spans, heavy counterweights in the center span are required to satisfy the force balance. The mitigating effect of unpretensioned cables was investigated using a wind tunnel in an attempt to eliminate the need for counterweights. An elastic wind tunnel test at a scale of
publisherAmerican Society of Civil Engineers
titlePerformance of Unpretensioned Wind Stabilizing Cables in the Construction of a Cable-Stayed Bridge
typeJournal Paper
journal volume18
journal issue8
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000405
treeJournal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 008
contenttypeFulltext


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