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dc.contributor.author심종성-
dc.date.accessioned2020-12-31T02:49:15Z-
dc.date.available2020-12-31T02:49:15Z-
dc.date.issued2003-11-
dc.identifier.citation한국콘크리트학회 2003년도 가을 학술발표회 논문집, page. 211-214en_US
dc.identifier.urihttp://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02286760?-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/156535-
dc.description.abstractEvaluation of bond strength of a fire-damaged reinforced concrete structure for determining whether to reuse, reinforced, or abandon the structure is very important. Recently, calculating method for changes in bond strength of rebars is proposed by C. Chiang. The equation is relating the ratio of residual bond strength, R, to temperature, T, and exposure time, t. This study presented and verified a general process for evaluating damage to bond strength of RC structure arising from high temperature.en_US
dc.language.isoko_KRen_US
dc.publisher한국콘크리트학회en_US
dc.title화재로 인해 손상 받은 철근콘크리트 구조물의 부착강도 평가en_US
dc.title.alternativeEvaluation of Bond Strength of a Fire-Damaged Reinforced Concrete Structureen_US
dc.typeArticleen_US
dc.contributor.googleauthor심종성-
dc.contributor.googleauthor문도영-
dc.contributor.googleauthor이정환-
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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