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최경규(Choi, Kyoung Kyu),구동오(Ku, Dong Oh) 한국구조물진단유지관리학회 2011 한국구조물진단학회 학술발표회논문집 Vol.15 No.1
The current KCI code is used the minimum shear reinforcement ratio with the effect on compressive strength of concrete for safe design strength. In this study, the results of shear strength were investigated on domestic and international shear tests in reinforced concrete beam. Based on in study, minimum shear reinforcement ratio for secure shear strength was proposed. The proposed design method is different with the current design code in terms of considering the effect of longitudinal reinforcement ratio.