A Study on the Shear Behavior Prediction of Reinforced Concrete Beams Using Truss Model

트러스 모델을 이용한 철근콘크리트 보의 전단거동 예측에 관한 연구

The shear strength and strain of reinforced concrete beams are predicted by using the Transformated-Angle Truss-Model. This proposed analytical method simplified the fixed-angle softened-truss model (FA-STM) and removed the limitation of applicability of the FA-STM. The results of the proposed method for reinforced concrete beams were compared to those of the FA-STM.