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dc.contributor.author최창식-
dc.date.accessioned2022-02-11T07:16:52Z-
dc.date.available2022-02-11T07:16:52Z-
dc.date.issued2020-06-
dc.identifier.citation한국콘크리트학회 학술대회 논문집, v. 32, no. 1, page. 57-58en_US
dc.identifier.urihttps://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE09372145-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/167303-
dc.description.abstractACI-318 14 및 KBC 2016에서 제시하는 대각보강을 횡구속 상사를 가진 연결보의 구조성능은 우수하나 시공성이 매우 낮으므로 대체상제를 제시하고 있다. 그러나 대체상세는 시공성을 충분히 개 신하지 못하므로 시공성을 개선하기 위한 다양한 연구가 진행 중이다. 본 연구에서는 강섬유 혼입하 이 확보강근 간격을 완화한 연결보의 구조성능을 평가하였다. The structural performance of the coupling beams with the details of lateral confinement of the diagonal reinforcing bars presented in ACI-318 19 and KBC 2016 is excellent, but the constructablilty are very low, so the replacement details are presented. However, since the alternative details do not improve the constructability sufficiently, various studies are underway to improve the constructability. In this study, the structural performance of steel fiber coupling beams was evaluated.en_US
dc.description.sponsorship이 논문은 2019년도 정부(과학기술정보통신부의 연구비지원(NRF-2018RIA2B6009183) 정부 득부)의 연구매지원(NRF-2017RIDIAIB)에 의해 수행된 연구입니다.en_US
dc.language.isoko_KRen_US
dc.publisher한국콘크리트학회en_US
dc.title대각보강근 상세를 가진 강섬유보강콘크리트 연결보의 구조성능 평가en_US
dc.title.alternativeStructural Performance Evaluation of Steel Fiber Reinforced Concrete Coupling Beams with Diagonal Reinforcementen_US
dc.typeArticleen_US
dc.relation.no1-
dc.relation.volume32-
dc.relation.page57-58-
dc.contributor.googleauthor김기현-
dc.contributor.googleauthor배백일-
dc.contributor.googleauthor최창식-
dc.contributor.googleauthorKim, Ki Hyun-
dc.contributor.googleauthorBae, Baek Il-
dc.contributor.googleauthorChoi, Chang Sik-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentSCHOOL OF ARCHITECTURAL ENGINEERING-
dc.identifier.pidccs5530-
Appears in Collections:
COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
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