Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 신성우 | - |
dc.date.accessioned | 2021-03-31T04:30:39Z | - |
dc.date.available | 2021-03-31T04:30:39Z | - |
dc.date.issued | 2001-11 | - |
dc.identifier.citation | 한국콘크리트학회 2001년도 가을 학술발표회 논문집, page. 29-35 | en_US |
dc.identifier.uri | https://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02305084? | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/161072 | - |
dc.description.abstract | An experimental study was conducted to investigate the effectiveness of transverse reinforcement in reinforced concrete tied columns subjected to monotonically increasing axial compression. Eighteen large-scale columns(260 x 260 x 1200mm) were fabricated to simulate similarly an actual structural members size. Effects of main variables such as the concrete compressive strength, the tie configuration, the transverse reinforcement ratio, the tie spacing, and the spalling of the concrete cover were studied in this research program. | en_US |
dc.description.sponsorship | 본 연구를 위해 지원을 아끼지 않은 한양대학교 초대형구조시스템연구센타(STRESS), 연구에 필요한 재료를 지원 해 주신 (주)동남기업 및 (주)한국카보넥스 관계자분들게 깊이 감사 드립니다. | en_US |
dc.language.iso | ko_KR | en_US |
dc.publisher | 한국콘크리트학회 | en_US |
dc.subject | Confinement | en_US |
dc.subject | Transverse reinforcement | en_US |
dc.subject | Tie configuration | en_US |
dc.subject | Tie spacing | en_US |
dc.title | 철근콘크리트 띠철근 기둥의 구속효과 | en_US |
dc.title.alternative | Confinement Effects of Reinforced Concrete Tied Columns | en_US |
dc.type | Article | en_US |
dc.relation.journal | 한국콘크리트학회지(영문) | - |
dc.contributor.googleauthor | 왕성근 | - |
dc.contributor.googleauthor | 한범석 | - |
dc.contributor.googleauthor | 이희수 | - |
dc.contributor.googleauthor | 신성우 | - |
dc.contributor.googleauthor | 반병열 | - |
dc.relation.code | 2012210273 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | DIVISION OF ARCHITECTURE | - |
dc.identifier.pid | swshin | - |
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