Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 심종성 | - |
dc.date.accessioned | 2021-02-17T00:14:43Z | - |
dc.date.available | 2021-02-17T00:14:43Z | - |
dc.date.issued | 2001-05 | - |
dc.identifier.citation | 한국콘크리트학회 2001년도 봄 학술발표회 논문집, page. 163-168 | en_US |
dc.identifier.uri | https://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02305586 | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/158463 | - |
dc.description.abstract | Punching 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.sponsorship | 이 연구는 한국도로공사에서 주관하는 수탁과제를 수행함으로서 얻어진 결과이며, 저자들은 한국도로공사와 (주)한국쇼-본드건설 및 (주)한국카본의 후원에 감사의 듯을 전합니다. | en_US |
dc.language.iso | ko_KR | en_US |
dc.publisher | 한국콘크리트학회 | en_US |
dc.title | Plate로 전면보강된 교량상판의 거동특성에 관한 연구 | en_US |
dc.type | Article | en_US |
dc.relation.journal | 콘크리트학회 논문집 | - |
dc.contributor.googleauthor | 심종성 | - |
dc.contributor.googleauthor | 오홍섭 | - |
dc.contributor.googleauthor | 김언경 | - |
dc.relation.code | 2012101279 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING | - |
dc.identifier.pid | jssim | - |
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