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dc.contributor.authorCheng, Jun
dc.contributor.authorYuan, Huihui
dc.contributor.authorWu, Qingxiong
dc.contributor.authorYang, Mingqing
dc.date.accessioned2026-08-20T12:19:40Z
dc.date.available2026-08-20T12:19:40Z
dc.date.copyright2025/07/18
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-14644.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313367
dc.description.abstractAbstractThe ultrahigh-performance concrete (UHPC)-encased concrete-filled steel tubular (CFST) column (referred to as UC-CFST column) is a novel composite structure that fully leverages the outstanding material properties of UHPC, effectively addressing ...
dc.publisherAmerican Society of Civil Engineers
dc.titleShear Resistance and Calculation Method of UHPC-Encased CFST Composite Columns
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue10
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14644
dc.journal.fristpage04025149-1
dc.journal.lastpage04025149-18
dc.page18
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
dc.contenttypeFulltext


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