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강섬유를 사용한 철근콘크리트 보-기둥 접합부의 내진 성능

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dc.contributor.author허민욱-
dc.contributor.author김우석-
dc.contributor.author권우현-
dc.contributor.author김성기-
dc.contributor.author신종학-
dc.contributor.author곽윤근-
dc.date.available2020-04-24T13:26:10Z-
dc.date.created2020-03-31-
dc.date.issued2009-
dc.identifier.issn1226-9107-
dc.identifier.urihttps://scholarworks.bwise.kr/kumoh/handle/2020.sw.kumoh/2878-
dc.description.abstractThis paper deals with the earthquake-resistant capacity of reinforced concrete beam-column joints with steel fiber. Eight beam-column joint specimens (including control specimen) were experimentally evaluated to determine improvements in earthquake-resistant capacity. Test parameters in this experimental study are concrete compressive strength (24, 59 MPa) and volume ratio of steel fiber (0, 0.3, 0.6, 1%). RC beam-column joint specimens were tested under reversed lateral cyclic load. Considering concrete compressive strength and volume ratio of steel fiber, maximum strength, initial stiffness, shear strength and energy dissipation capacity of test specimens were evaluated. The results show that the earthquake-resistant capacity of specimens with steel fiber improve than that of specimen without steel fiber. and we did compare experiment results with ACI352R-02 and Tang`s equation-
dc.language한국어-
dc.language.isoko-
dc.publisher대한건축학회-
dc.title강섬유를 사용한 철근콘크리트 보-기둥 접합부의 내진 성능-
dc.title.alternativeEarthquake-Resistant Capacity of Reinforced Concrete Beam-Column Joints with Steel Fiber-
dc.typeArticle-
dc.contributor.affiliatedAuthor곽윤근-
dc.identifier.bibliographicCitation대한건축학회논문집 구조계, v.25, no.04, pp.51 - 60-
dc.citation.title대한건축학회논문집 구조계-
dc.citation.volume25-
dc.citation.number04-
dc.citation.startPage51-
dc.citation.endPage60-
dc.type.rimsART-
dc.identifier.kciidART001338579-
dc.description.journalClass2-
dc.subject.keywordAuthor보-기둥 접합부-
dc.subject.keywordAuthor내진성능-
dc.subject.keywordAuthor강섬유 혼입율-
dc.subject.keywordAuthor연성-
dc.subject.keywordAuthor주기하중-
dc.subject.keywordAuthorBeam-Column Joint-
dc.subject.keywordAuthorEarthquake-Resistant Capacity-
dc.subject.keywordAuthorVolume Ratio of Steel Fiber-
dc.subject.keywordAuthorDuctility-
dc.subject.keywordAuthorCyclic Load-
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