Nonlinear Analysis of High Strength RC Columns Subjected to Axial Load and Biaxial Bending

2축 편심 축력을 받는 고강도 RC 기둥의 비선형해석

  • 신성우 (한양대학교 건축공학과) ;
  • 반병열 (대전대학교 건축공학과) ;
  • 유석형 (한양대학교 건축공학과) ;
  • 조문희 (한양대학교 건축공학과) ;
  • 한경돈 (한양대학교 건축공학과) ;
  • 이종원 (한양대학교 건축공학과)
  • Published : 2001.11.01

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 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 surface equation(by Hsu) are adequate.

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