A Nonlinear Finite Element Analysis to Study the Behavior on Artificially Damaged R/C Shear Walls with Opening Configuration

개구부 설치를 위한 인위적 손상을 입은 전단벽에 관한 비선형 유한요소해석

This paper discussed finite element method(FEM) models of the reinforced concrete rectangular shear walls with opening configuration and analysed under constant axial and monotonic lateral load using ABAQUS. The research comprises constitutive models to represent behavior of the materials that compose a wall on the basis of experimental data, development of techniques that are appropriate for analysis of reinforced concrete structures, verification, and calibration of the global model for reinforced concrete shear walls of increasing complexity. Results from the analyses of these FEM models offers significant insight into the flexural behavior of benchmark data.