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dc.contributor.authorQin, Ying
dc.contributor.authorMei, Ke
dc.contributor.authorWang, Jiangnan
dc.contributor.authorZhou, Guangen
dc.contributor.authorJiang, Ke
dc.date.accessioned2026-08-20T12:25:56Z
dc.date.available2026-08-20T12:25:56Z
dc.date.copyright2025/10/07
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-15128.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313457
dc.description.abstractAbstractDouble-skin composite walls are widely used in high-rise buildings. Connectors are used to transfer shear loads between steel plates and the infilled concrete, enabling composite action between the two materials. However, the connectors may also ...
dc.publisherAmerican Society of Civil Engineers
dc.titleTensile Behavior of Truss Connectors in Double-Skin Composite Walls
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue12
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-15128
dc.journal.fristpage04025209-1
dc.journal.lastpage04025209-24
dc.page24
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012
dc.contenttypeFulltext


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