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contributor authorSoon-Duck
contributor authorKwon
contributor authorHankyu
contributor authorLee
contributor authorSeungho
contributor authorLee
contributor authorJonghwa
contributor authorKim
date accessioned2017-05-08T21:35:31Z
date available2017-05-08T21:35:31Z
date copyrightJuly 2013
date issued2013
identifier other%28asce%29be%2E1943-5592%2E0000412.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56958
description abstractIn the current study, wind tunnel tests and buffeting analyses were conducted for a catwalk structure of a suspension bridge under turbulent winds. From the wind tunnel tests, it was found that the Reynolds number effects on the aerostatic coefficients were negligible for the catwalk floor systems. Simple design formulas were proposed to estimate the aerostatic coefficients of catwalks with various solidity ratios and angles of attack. The buffeting analysis results revealed that tying the catwalk to an erecting main cable may be an effective structural countermeasure to reduce the lateral displacements of the catwalk. Stay ropes fastening the catwalk and bridge tower were also found to be effective at alleviating the lateral displacements.
publisherAmerican Society of Civil Engineers
titleMitigating the Effects of Wind on Suspension Bridge Catwalks
typeJournal Paper
journal volume18
journal issue7
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000410
treeJournal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 007
contenttypeFulltext


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