Prediction of Shear Behavior of Reinforced Concrete Panels Subjected to Reversed Cyclic Loading

반복하중을 받는 철근 콘크리트 막요소의 전단거동 예측

This paper proposes an analytical method to predict the behavior of reinforced concrete beams subjected to reversed cyclic loading. The proposed method is based on the compatibility aided truss model and adopts the stress vs. strain curve of concrete which considers the softening effects. This model Is verified by comparing to the six reinforced concrete panel tests.