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이방향 하중을 받는 모서리 보-기둥 접합부의 내진성능 평가

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dc.contributor.author한상환-
dc.contributor.author장용석-
dc.contributor.author이창석-
dc.date.accessioned2022-07-07T22:13:10Z-
dc.date.available2022-07-07T22:13:10Z-
dc.date.created2021-05-13-
dc.date.issued2020-07-
dc.identifier.issn1226-525X-
dc.identifier.urihttps://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/145389-
dc.description.abstractIn this study, two full-scale gravity load-designed reinforced concrete corner beam-column joints were tested by being subjected to uni- and bi-directional cyclic lateral loading. The test variable was loading type: uni- or bi-directional loading. To investigate the effect of the loading type on the cyclic behavior of joint specimens, damage progression, force-deformation relation, contribution of joint deformation to total drift, joint stress-strain response, and cumulative energy dissipation were investigated. The test data suggest that bidirectional loading can amplify damage accumulation in the joint region.-
dc.language한국어-
dc.language.isoko-
dc.publisher한국지진공학회-
dc.title이방향 하중을 받는 모서리 보-기둥 접합부의 내진성능 평가-
dc.title.alternativeTesting of RC Corner Beam-column Joints under Bidirectional Loading-
dc.typeArticle-
dc.contributor.affiliatedAuthor한상환-
dc.identifier.doi10.5000/EESK.2020.24.4.189-
dc.identifier.bibliographicCitation한국지진공학회논문집, v.24, no.4, pp.189 - 196-
dc.relation.isPartOf한국지진공학회논문집-
dc.citation.title한국지진공학회논문집-
dc.citation.volume24-
dc.citation.number4-
dc.citation.startPage189-
dc.citation.endPage196-
dc.type.rimsART-
dc.identifier.kciidART002602267-
dc.description.journalClass2-
dc.description.isOpenAccessN-
dc.description.journalRegisteredClasskci-
dc.subject.keywordAuthorCorner beam-column joint-
dc.subject.keywordAuthorLoading type-
dc.subject.keywordAuthorBidirectional loading-
dc.subject.keywordAuthorCyclic behavior-
dc.subject.keywordAuthorReinforced concrete-
dc.identifier.urlhttp://www.eesk-j.or.kr/journal/article.php?code=73641-
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