145 0

2축 편심 축력을 받는 고강도 RC기둥의 비선형 해석

Title
2축 편심 축력을 받는 고강도 RC기둥의 비선형 해석
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 학술대회 논문집, page. 41-46
Abstract
The 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.
URI
https://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE02305086https://repository.hanyang.ac.kr/handle/20.500.11754/161073
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
Files in This Item:
There are no files associated with this item.
Export
RIS (EndNote)
XLS (Excel)
XML


qrcode

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

BROWSE