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Y형 플레이트를 적용한 원형 CFT 기둥-H형강 보 접합부의 구조특성

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dc.contributor.author조현국-
dc.contributor.author최창식-
dc.date.accessioned2022-07-15T20:30:57Z-
dc.date.available2022-07-15T20:30:57Z-
dc.date.created2021-05-13-
dc.date.issued2015-10-
dc.identifier.urihttps://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/156114-
dc.description.abstractThe result of structural performance evaluation about circular CFT column-H shape steel beam which was performed as in previous study, even though we designed the Y type plate tension as below the axial force which was under design criteria, the flexure of steel beam was happened. For these reasons, in this study, to figure out the time of connections failure and the minimum value of parameters in order to evaluate the performance of advanced Y type plate in detail.-
dc.language한국어-
dc.language.isoko-
dc.publisher한국구조물진단유지관리공학회-
dc.titleY형 플레이트를 적용한 원형 CFT 기둥-H형강 보 접합부의 구조특성-
dc.title.alternativeThe Structural Characteristics of Using Y Type Plate Connection between Circular CFT Column and H Shape Steel Beam-
dc.typeArticle-
dc.contributor.affiliatedAuthor최창식-
dc.identifier.bibliographicCitation한국구조물진단유지관리공학회 학술발표대회 논문집, pp.115 - 118-
dc.relation.isPartOf한국구조물진단유지관리공학회 학술발표대회 논문집-
dc.citation.title한국구조물진단유지관리공학회 학술발표대회 논문집-
dc.citation.startPage115-
dc.citation.endPage118-
dc.type.rimsART-
dc.type.docTypeProceeding-
dc.description.journalClass3-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClassother-
dc.identifier.urlhttps://db.koreascholar.com/article.aspx?code=308846-
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서울 공과대학 > 서울 건축공학부 > 1. Journal Articles

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