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dc.contributor.author심종성-
dc.date.accessioned2021-02-17T00:14:43Z-
dc.date.available2021-02-17T00:14:43Z-
dc.date.issued2001-05-
dc.identifier.citation한국콘크리트학회 2001년도 봄 학술발표회 논문집, page. 163-168en_US
dc.identifier.urihttps://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02305586-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/158463-
dc.description.abstractPunching shear in concrete slabs is a serious problem in certain structural systems, such as flat slab. In this study, mechanical improvement between specimens which are unstrengthened and strengthened with steel plate and fiber panel is experimentally investigated. The strengthened bridge deck specimens had increment of strength and broke down with punching shear failure. Strengthening ratio should be considered to restraint punching failure.en_US
dc.description.sponsorship이 연구는 한국도로공사에서 주관하는 수탁과제를 수행함으로서 얻어진 결과이며, 저자들은 한국도로공사와 (주)한국쇼-본드건설 및 (주)한국카본의 후원에 감사의 듯을 전합니다.en_US
dc.language.isoko_KRen_US
dc.publisher한국콘크리트학회en_US
dc.titlePlate로 전면보강된 교량상판의 거동특성에 관한 연구en_US
dc.typeArticleen_US
dc.relation.journal콘크리트학회 논문집-
dc.contributor.googleauthor심종성-
dc.contributor.googleauthor오홍섭-
dc.contributor.googleauthor김언경-
dc.relation.code2012101279-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING-
dc.identifier.pidjssim-
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > CIVIL AND ENVIRONMENTAL ENGINEERING(건설환경공학과) > Articles
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