순환골재를 사용한 콘크리트부재의 최소철근비 검토
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 신명환 | - |
dc.contributor.author | 송건호 | - |
dc.contributor.author | 백승민 | - |
dc.contributor.author | 김우석 | - |
dc.contributor.author | 곽윤근 | - |
dc.date.available | 2020-04-24T12:25:16Z | - |
dc.date.created | 2020-03-31 | - |
dc.date.issued | 2015 | - |
dc.identifier.issn | 2093-2332 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/kumoh/handle/2020.sw.kumoh/1973 | - |
dc.description.abstract | Recently, demand for construction aggregates is increasing due to the growth of construction site scale. As natural aggregate sources are becoming depleted due to high demand in construction field, the utilization of recycled aggregate (RA) as coarse aggregate in concrete is becoming more important. In this study, the authors analyze the mechanical properties of normal- and high-strength concrete beams using RA and investigate the usefulness of the minimum steal ratio for RA reinforced concrete beams. The experimental results show that application of the minimum steel ratio to RA reinforced concrete beams is possible. | - |
dc.language | 한국어 | - |
dc.language.iso | ko | - |
dc.publisher | 한국폐기물자원순환학회 | - |
dc.title | 순환골재를 사용한 콘크리트부재의 최소철근비 검토 | - |
dc.title.alternative | Review on the Minimum Steel Ratio of Reinforced Concrete Members using Recycled Aggregate | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | 곽윤근 | - |
dc.identifier.doi | 10.9786/kswm.2015.32.4.348 | - |
dc.identifier.bibliographicCitation | 한국폐기물자원순환학회지, v.32, no.4, pp.348 - 356 | - |
dc.citation.title | 한국폐기물자원순환학회지 | - |
dc.citation.volume | 32 | - |
dc.citation.number | 4 | - |
dc.citation.startPage | 348 | - |
dc.citation.endPage | 356 | - |
dc.type.rims | ART | - |
dc.identifier.kciid | ART002010348 | - |
dc.description.journalClass | 2 | - |
dc.subject.keywordAuthor | Recycled coarse aggregate | - |
dc.subject.keywordAuthor | Recycled concrete aggregate (RCA) Minimum reinforcement ratio | - |
dc.subject.keywordAuthor | Shear span to depth ratio | - |
dc.subject.keywordAuthor | Tension reinforcement ratio | - |
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