나선근으로 횡보강된 콘크리트의 응력-변형도 관계Stress-Strain Relationships of Concrete Confined by Spiral Reinforcement

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dc.contributor.author김진근-
dc.contributor.author박찬규-
dc.date.accessioned2013-03-15T00:51:26Z-
dc.date.available2013-03-15T00:51:26Z-
dc.date.created2012-02-06-
dc.date.issued1993-04-
dc.identifier.citation1993 한국콘크리트학회 봄 학술대회, v., no., pp.119 - 123-
dc.identifier.urihttp://hdl.handle.net/10203/115175-
dc.description.abstractAxial load-strain relationships of confined concrete with spiral reinforcement were investigated. The main variables were compressive strength of concrete, spacing of hoop reinforcement, and specimen height of plain concrete. The program included tests of eleven confined specimens, and twelve plain specimens, but for all specimens no longitudinal reinforcement was provided. Load-strain curves of confined and plain concrete specimens are reporeted.-
dc.languageKOR-
dc.publisher한국콘크리트학회-
dc.title나선근으로 횡보강된 콘크리트의 응력-변형도 관계-
dc.title.alternativeStress-Strain Relationships of Concrete Confined by Spiral Reinforcement-
dc.typeConference-
dc.type.rimsCONF-
dc.citation.beginningpage119-
dc.citation.endingpage123-
dc.citation.publicationname1993 한국콘크리트학회 봄 학술대회-
dc.identifier.conferencecountrySouth Korea-
dc.identifier.conferencecountrySouth Korea-
dc.contributor.localauthor김진근-
dc.contributor.nonIdAuthor박찬규-
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CE-Conference Papers(학술회의논문)
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