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contributor authorLiu, Duo
contributor authorMiao, Chengxiang
contributor authorDeng, Wenqin
contributor authorZhang, Jiandong
contributor authorZhang, Lei
contributor authorGu, Jiancheng
date accessioned2026-08-20T12:18:36Z
date available2026-08-20T12:18:36Z
date copyright2025/07/23
date issued2025
identifier otherJSENDH.STENG-14499.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313346
description abstractAbstractThe steel–concrete composite girder bridge with steel truss webs consists of top and bottom concrete slabs, steel truss web rods, and internal and external prestressed beams. The steel truss web rods are connected to the top and bottom concrete ...
publisherAmerican Society of Civil Engineers
titleShear Lag Effect of Steel–Concrete Composite Girder Bridge with Steel Truss Webs: Experiment, Finite Element, and Theory
typeJournal Article
journal volume151
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/JSENDH.STENG-14499
journal fristpage04025154-1
journal lastpage04025154-15
page15
treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
contenttypeFulltext


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