Ultimate Load Analysis of Reinforced Concrete Shear Walls

측면하중을 받는 전단벽 구조물의 극한 거동해석

  • 이명규 (전주대학교 토목환경공학과) ;
  • 정연석 (한국원자력안전기술원)
  • Published : 2006.05.11

Abstract

Reinforced concrete shear wall is composed of wall, horizontal and vertical flanges. Due to the abrupt change in its geometry, it is difficult to predict the ultimate behaviour of shear wall in the action of lateral forces. For the better understanding of ultimate state, the propagation of crack and inelastic compressive zone are simulated reasonably. In this study, for the improvement of analysis result for shear wall with flanges, analyses are fulfilled with the application of some modelling methods including various material and geometrical models and numerical methods. The results from various modelling methods are compared and the advisable model is proposed.

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