Show simple item record

dc.contributor.authorLiu, Duo
dc.contributor.authorMiao, Chengxiang
dc.contributor.authorDeng, Wenqin
dc.contributor.authorZhang, Jiandong
dc.contributor.authorZhang, Lei
dc.contributor.authorGu, Jiancheng
dc.date.accessioned2026-08-20T12:18:36Z
dc.date.available2026-08-20T12:18:36Z
dc.date.copyright2025/07/23
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-14499.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313346
dc.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 ...
dc.publisherAmerican Society of Civil Engineers
dc.titleShear Lag Effect of Steel–Concrete Composite Girder Bridge with Steel Truss Webs: Experiment, Finite Element, and Theory
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue10
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14499
dc.journal.fristpage04025154-1
dc.journal.lastpage04025154-15
dc.page15
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record