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dc.contributor.author이재훈ko
dc.contributor.author김태훈[김태훈]ko
dc.contributor.author신현목[신현목]ko
dc.date.accessioned2015-12-17T01:46:01Z-
dc.date.available2015-12-17T01:46:01Z-
dc.date.created2015-11-30-
dc.date.issued201305-
dc.identifier.citation한국지진공학회논문집, v.17, no.3, pp.107 - 115-
dc.identifier.issn1226-525X-
dc.identifier.urihttp://hdl.handle.net/YU.REPOSITORY/25818-
dc.description.abstractThe purpose of this study was to investigate the performance of hollow reinforced concrete bridge column sections with reinforcement details for material quantity reduction. The proposed reinforcement details has have economic feasibility and rationality and makes construction periods shorter. A model of column sections with reinforcement details for material quantity reduction was tested under quasistatic monotonic loading. As a result, the proposed reinforcement details for material quantity reduction was were equal to existing reinforcement details in terms of the required performance. In the a subsequent paper, the an experimental and analytical study will be performed for the performance assessment of hollow reinforced concrete bridge column sections with reinforcement details for material quantity reduction will be performed.-
dc.language한국어-
dc.publisher한국지진공학회-
dc.subjectmaterial quantity reduction-
dc.subjectreinforcement details-
dc.subjecthollow-
dc.subjectbridge column sections-
dc.subjectperformance-
dc.subjecteconomic feasibility-
dc.subjectrationality-
dc.title물량저감 철근상세를 갖는 중공 철근콘크리트 교각단면의 개발-
dc.title.alternativeDevelopment of Hollow Reinforced Concrete Bridge Column Sections with Reinforcement Details for Material Quantity Reduction-
dc.typeArticle-
dc.identifier.kciidART001765186-
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공과대학 > 건설시스템공학과 > Articles
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