Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 신성우 | - |
dc.date.accessioned | 2021-02-04T06:21:02Z | - |
dc.date.available | 2021-02-04T06:21:02Z | - |
dc.date.issued | 2001-11 | - |
dc.identifier.citation | 한국콘크리트학회 2001년도 가을 학술발표회 논문집, page. 41-46 | en_US |
dc.identifier.uri | http://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02305086 | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/157899 | - |
dc.description.abstract | To 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 method) 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.sponsorship | 본 연구를 진행함에 있어 세심한 지원을 아끼지 않으신 한양대학교 초대형구조시스템 연구센터에 감사드립니다. | en_US |
dc.language.iso | ko_KR | en_US |
dc.publisher | 한국콘크리트학회 | en_US |
dc.subject | high strength concrete | en_US |
dc.subject | biaxial bending | en_US |
dc.subject | failure surface | en_US |
dc.subject | load contour | en_US |
dc.title | 2축 편심 축력을 받는 고강도 RC 기둥의 비선형해석 | en_US |
dc.title.alternative | Nonlinear Analysis of High Strength RC Columns Subjected to Axial Load and Biaxial Bending | en_US |
dc.type | Article | en_US |
dc.relation.journal | 한국콘크리트학회지(영문) | - |
dc.contributor.googleauthor | 신성우 | - |
dc.contributor.googleauthor | 반병열 | - |
dc.contributor.googleauthor | 유석형 | - |
dc.contributor.googleauthor | 조문희 | - |
dc.contributor.googleauthor | 한경돈 | - |
dc.contributor.googleauthor | 이종원 | - |
dc.relation.code | 2012210273 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | DIVISION OF ARCHITECTURE | - |
dc.identifier.pid | swshin | - |
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