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Bond performance of highly ribbed reinforcing bars to concrete under cyclic loading

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dc.contributor.authorChoi, O.C.-
dc.contributor.authorHong, K.S.-
dc.contributor.authorHong, Y.K.-
dc.date.available2019-04-10T11:56:25Z-
dc.date.created2018-04-17-
dc.date.issued2003-
dc.identifier.urihttp://scholarworks.bwise.kr/ssu/handle/2018.sw.ssu/34286-
dc.description.abstract[No abstract available]-
dc.publisherTechnical Chamber of Greece-
dc.relation.isPartOfProceedings of the fib Symposium 2003: Concrete Structures in Seismic Regions-
dc.titleBond performance of highly ribbed reinforcing bars to concrete under cyclic loading-
dc.typeConference-
dc.type.rimsCONF-
dc.identifier.bibliographicCitation2003 fib Symposium on Concrete Structures in Seismic Regions, pp.168 - 169-
dc.description.journalClass2-
dc.identifier.scopusid2-s2.0-85007370983-
dc.citation.conferenceDate2003-05-06-
dc.citation.endPage169-
dc.citation.startPage168-
dc.citation.title2003 fib Symposium on Concrete Structures in Seismic Regions-
dc.contributor.affiliatedAuthorChoi, O.C.-
dc.type.docTypeConference Paper-
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