Reliability Analysis of Reinforced Concrete Shear Wall Subjected to Biaxial Bending

이축 휨 모멘트를 받는 철근콘크리트 전단벽의 신뢰성 해석

  • 박재영 (이화여자대학교 건축구조연구실) ;
  • 신영수 (이화여자대학교 건축학과)
  • Published : 2004.11.01


The safety of buildings is generally estimated by analyzing a plane frame ignoring a minor bending moment. In this paper, uncertainties of reinforced concrete shear wall subjected to a biaxial bending are considered. First, major parameters are selected from all parameters of general shear wall design to perform a reliability analysis in their practical ranges, means and standard derivations of selected design parameters for the reliability analysis are calculated by a data mining as a simulation method. The bi-section method is used to find inclined neutral axis and its limit state using MATLAB subjected to the concept on strength design method. The reliability index $\beta$ as a safety index is calculated based on AFOSM(Advanced First-Order Second Moment) method. Also, if target reliability index $\beta_T$ is decided by an engineer an amount of reinforcement can be calculated by subtracting the reliability index $\beta$ from the target reliability index $\beta_T$.