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dc.contributor.author신성우-
dc.date.accessioned2021-03-31T04:30:50Z-
dc.date.available2021-03-31T04:30:50Z-
dc.date.issued2001-11-
dc.identifier.citation한국콘크리트학회 학술대회 논문집, page. 41-46en_US
dc.identifier.urihttps://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02305086-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/161073-
dc.description.abstractThe main objective of this study is to provide data on high strength concrete columns subjected to axial load and biaxial bending. For the design of biaxial bending, the approximate method (Bresler load contour method, PCA load contour mehtod) is presented in ACI code. The present study investigate whether the methods are valid in high strength concrete and compare analysis results(by FEM method) with experimental results. Also, this study examines whether statics method and failure suface equation(by Hsu) are adequate.en_US
dc.description.sponsorship본 연구를 진행함에 있어 세심한 지원을 아끼지 않으신 한양대학교 초대형구조시스템 연구센터에 감 사드립니다.en_US
dc.language.isoko_KRen_US
dc.publisher한국콘크리트학회en_US
dc.subjecthigh strength concreteen_US
dc.subjectbiaxial bendingen_US
dc.subjectfailure surfaceen_US
dc.subjectload contouren_US
dc.title2축 편심 축력을 받는 고강도 RC기둥의 비선형 해석en_US
dc.title.alternativeNonlinear Analysis of High Strength RC Columns Subjected to Axial Load and Biaxial Bendingen_US
dc.typeArticleen_US
dc.relation.journal한국콘크리트학회지(영문)-
dc.contributor.googleauthor신성우-
dc.contributor.googleauthor반병열-
dc.contributor.googleauthor유석형-
dc.contributor.googleauthor조문희-
dc.contributor.googleauthor한경돈-
dc.contributor.googleauthor이종원-
dc.relation.code2012210273-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentDIVISION OF ARCHITECTURE-
dc.identifier.pidswshin-
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
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