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일축 압축 실험을 통한 DSCT 부재의 구속 콘크리트에 대한 실험적 연구

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dc.contributor.author강영종-
dc.date.accessioned2021-09-06T09:25:07Z-
dc.date.available2021-09-06T09:25:07Z-
dc.date.created2021-06-17-
dc.date.issued2013-
dc.identifier.issn2093-5145-
dc.identifier.urihttps://scholar.korea.ac.kr/handle/2021.sw.korea/105775-
dc.description.abstractIn this study, uniaxial compression tests were performed to investigates the stress-strain relations of Double Skinned Composite Tubular Columns reinforced with steel tube. The confined concrete has been known as the strength of concrete increases significantly. Specimens reinforced with outer and inner steel tube were tested by uniaxial compression test. To investigate the influence of concrete strength increase by confining conditions in steel tubes, 8 specimens with different thickness of tube, hollowness ratio and concrete strength were tested and compared with other researcher's concrete material model.-
dc.languageKorean-
dc.language.isoko-
dc.publisher한국복합신소재구조학회-
dc.title일축 압축 실험을 통한 DSCT 부재의 구속 콘크리트에 대한 실험적 연구-
dc.title.alternativeExperimental Study for Confined Concrete of Double Skinned Composite Tubular Columns by Uniaxial Compression Test-
dc.typeArticle-
dc.contributor.affiliatedAuthor강영종-
dc.identifier.doi10.11004/kosacs.2013.4.3.013-
dc.identifier.bibliographicCitation한국복합신소재구조학회 논문집, v.4, no.3, pp.13 - 21-
dc.relation.isPartOf한국복합신소재구조학회 논문집-
dc.citation.title한국복합신소재구조학회 논문집-
dc.citation.volume4-
dc.citation.number3-
dc.citation.startPage13-
dc.citation.endPage21-
dc.type.rimsART-
dc.identifier.kciidART001960870-
dc.description.journalClass2-
dc.subject.keywordAuthorDSCT-
dc.subject.keywordAuthorConfining effect-
dc.subject.keywordAuthorConcrete material model-
dc.subject.keywordAuthorComposite column-
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공과대학 (건축사회환경공학부)
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