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dc.contributor.authorRyu, Ihyun
dc.contributor.authorPark, Sihyeong
dc.contributor.authorLee, Cheol-Ho
dc.contributor.authorLee, Hojun
dc.contributor.authorKim, Seon-Hu
dc.date.accessioned2026-08-20T12:20:24Z
dc.date.available2026-08-20T12:20:24Z
dc.date.copyright2025/07/12
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-14687.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313376
dc.description.abstractAbstractWhen tubular joints are fabricated from high-strength steel, their design resistance, calculated from a resistance equation, should generally be reduced by applying the material factor (joint strength reduction factor) and/or the upper limit on ...
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental Investigation of Failure Modes and Strength of High-Strength Steel CHS K Joints
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue9
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14687
dc.journal.fristpage04025143-1
dc.journal.lastpage04025143-18
dc.page18
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 009
dc.contenttypeFulltext


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