Show simple item record

dc.contributor.authorLiu, Bingfeng
dc.contributor.authorHou, Jian
dc.contributor.authorXu, Chuanzhao
dc.contributor.authorSong, Li
dc.contributor.authorLei, Fangchao
dc.date.accessioned2026-08-20T12:24:27Z
dc.date.available2026-08-20T12:24:27Z
dc.date.copyright2025/07/31
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-14970.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313429
dc.description.abstractAbstractBlast loads not only cause the single key column failure of reinforced concrete planar frames, but also simultaneously introduce damage to other adjacent members. By conducting quasi-static test on a 1:3 scaled-down specimen of a RC planar frame ...Practical ApplicationsNeglecting the force and deformation of side columns during the collapse process would overestimate the collapse resistance of reinforced concrete planar frames. By removing the side-column constraints, this paper considered the ...
dc.publisherAmerican Society of Civil Engineers
dc.titleInfluence of Various Initial Side-Column Damages on the Horizontal and Vertical Mixed Progressive Collapse Behavior of RC Planar Frames
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue10
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14970
dc.journal.fristpage04025164-1
dc.journal.lastpage04025164-15
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