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dc.contributor.author최창식-
dc.date.accessioned2020-11-10T08:00:21Z-
dc.date.available2020-11-10T08:00:21Z-
dc.date.issued2019-10-
dc.identifier.citation한국콘크리트학회 2019년도 가을 학술대회 논문집, v. 31, no. 2, Page. 221-222en_US
dc.identifier.urihttp://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE09261828-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/155350-
dc.description.abstract본 연구에서는 외부 보-기둥 접합부에 정착된 고강도 대구경 확대머리철근의 전단보강을 산정함에 있어 2가지 변수를 두고 실험적 연구를 진행하였다. 횡보강근비와 확대머리 철근의 순간격을 변수로 설정하였고, 실험을 통해 두 변수가 전단보강에 미치는 효과를 확인할 수 있었다. In this study, the shear reinforced high-strength large-diameter headed bars in exterior beam-column joint was determined by the experimental study. The study investigated about the transverse reinforcement ratio and clear spacing headed bar to headed bar. The test results showed the effect of shear reinforced bars and transverse bar on shear force.en_US
dc.language.isoko_KRen_US
dc.publisher한국콘크리트학회en_US
dc.title외부 보-기둥 접합부에 정착된 고강도 대구경 확대머리철근의 전단보강에 관한 실험적 연구en_US
dc.title.alternativeAn Experimental Study on the Shear Reinforced High-Strength Large-Diameter Headed Bars in Exterior Beam-Column Jointen_US
dc.typeArticleen_US
dc.relation.no제 2호-
dc.relation.volume제 31권(통권 제 61집)-
dc.relation.page221-222-
dc.contributor.googleauthor이문석-
dc.contributor.googleauthor최창식-
dc.contributor.googleauthorLee, Moon Seok-
dc.contributor.googleauthorChoi, Chang Sik-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentDEPARTMENT OF ARCHITECTURAL ENGINEERING-
dc.identifier.pidccs5530-
Appears in Collections:
COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
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