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2축 편심 축력을 받는 고강도 RC 기둥의 비선형해석

Title
2축 편심 축력을 받는 고강도 RC 기둥의 비선형해석
Other Titles
Nonlinear Analysis of High Strength RC Columns Subjected to Axial Load and Biaxial Bending
Author
신성우
Keywords
high strength concrete; biaxial bending; failure surface; load contour
Issue Date
2001-11
Publisher
한국콘크리트학회
Citation
한국콘크리트학회 2001년도 가을 학술발표회 논문집, page. 41-46
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.
URI
http://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02305086https://repository.hanyang.ac.kr/handle/20.500.11754/157899
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
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