CFT 기둥의 장기거동 특성에 관한 연구The Long-term Behavior of CFT-Column

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dc.contributor.author김진근-
dc.contributor.author권승희-
dc.date.accessioned2013-03-17T01:04:45Z-
dc.date.available2013-03-17T01:04:45Z-
dc.date.created2012-02-06-
dc.date.issued1999-10-
dc.identifier.citation1999 한국콘크리트학회 가을 학술대회, v., no., pp.579 - 582-
dc.identifier.urihttp://hdl.handle.net/10203/138121-
dc.description.abstractThis paper represents the results of experiments designed to investigate the time-dependent response of concrete and steel tube in circular concrete-filled steel tubes, as are deployed extensively in high-rise building construction. The experiments were performed for creep of concrete and CFT column specimens with three loading cases. The creep coefficient and specific creep(unit creep) obtained from the test results were used for estimating and comparing the time-dependent response of each case. From these analyses, it is show that CFT-column has many merits for long-term behavior.-
dc.languageKOR-
dc.publisher한국콘크리트학회-
dc.titleCFT 기둥의 장기거동 특성에 관한 연구-
dc.title.alternativeThe Long-term Behavior of CFT-Column-
dc.typeConference-
dc.type.rimsCONF-
dc.citation.beginningpage579-
dc.citation.endingpage582-
dc.citation.publicationname1999 한국콘크리트학회 가을 학술대회-
dc.identifier.conferencecountrySouth Korea-
dc.identifier.conferencecountrySouth Korea-
dc.contributor.localauthor김진근-
dc.contributor.nonIdAuthor권승희-
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CE-Conference Papers(학술회의논문)
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