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contributor authorFish, David
contributor authorBjelland, Aidan
contributor authorPark, Sunghyun
contributor authorHelwig, Todd
contributor authorEngelhardt, Michael
date accessioned2026-08-20T12:22:51Z
date available2026-08-20T12:22:51Z
date copyright2025/07/02
date issued2025
identifier otherJSENDH.STENG-14925.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313417
description abstractAbstractThe stability of girder systems is generally critical during erection and construction of steel bridges. Member stability is usually governed by the resistance to conventional lateral-torsional buckling (LTB), which is a function of the unbraced ...Practical ApplicationsStability bracing provisions have now been incorporated into new bridge design guidelines, offering bridge designers clear guidance on torsional brace system design. However, some inherent limitations exist in these provisions. For ...
publisherAmerican Society of Civil Engineers
titleImproved Design Expressions for the Global Buckling Capacity and In-Plane Girder Stiffness of Torsionally Braced I-Girder Systems
typeJournal Article
journal volume151
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/JSENDH.STENG-14925
journal fristpage04025135-1
journal lastpage04025135-14
page14
treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009
contenttypeFulltext


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