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dc.contributor.authorChen, Anying
dc.contributor.authorYan, Shilong
dc.contributor.authorWang, Bo
dc.contributor.authorYuan, Lizheng
dc.date.accessioned2026-08-20T12:28:24Z
dc.date.available2026-08-20T12:28:24Z
dc.date.copyright2026/01/05
dc.date.issued2026
dc.identifier.otherJSENDH.STENG-15634.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313509
dc.description.abstractAbstractOwing to their irregular geometry, L-shaped steel-tube concrete column frame joints are prone to stress concentration at corners and welds, and the torsional performance of L-shaped columns is poor, which may lead to structural instability in ...
dc.publisherAmerican Society of Civil Engineers
dc.titleSeismic Performance of Joint between Locally Reinforced Multichamber Concrete-Filled L-Shaped Steel Columns and H-Shaped Beams
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue3
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-15634
dc.journal.fristpage04026002-1
dc.journal.lastpage04026002-19
dc.page19
dc.treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 003
dc.contenttypeFulltext


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