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NTIS 바로가기大韓建築學會論文集. Journal of the architectural institute of korea. 構造系, v.36 no.2 = no.376, 2020년, pp.117 - 126
유인근 (금오공과대학교 건축학부) , 노형진 (금오공과대학교 건축학부) , 이호경 (금오공과대학교 건축학부) , 백승민 (금오공과대학교 건축학부) , 김우석 (금오공과대학교 건축학부) , 곽윤근 (금오공과대학교 건축학부)
The main objective of this experimental study is to investigate shear strength of reinforced concrete beams according to longitudinal reinforcement ratio (ρ) and size effect. In order to find out the shear strength according to the tensile reinforcement ratio, in particular, the main variable...
ACI Committee 318 (2014). Building Code Requirements for Structural Concrete (ACI 318-14). American Concrete Institute, Farmington. Hills, MI.
Architectural Institute of Korea (2016). Korean Building Code and Commentary (KBC2016). Kimoondang, Seoul, Korea.
Baek, S.M., Kim, W.S., Kang, T.H.K., & Kwak, Y.K. (2013). An experimental assessment on shear behavior of high strength recycled coarse aggregate concrete beams. Journal of the Architectural Institute of Korea, 29(4), 27-36.
Bazant, Z.P. (1997). Fracturing truss model size effect in shear failure of reinforced concrete, Journal of Engineering Mechanics, 123(12), 1276-1288.
Cheon, J.H., Kim, T.H., Lee, S.C., Chung, Y.S., Lee, K. M., & Shin, H.M. (2004). Prediction of shear strength of reinforced concrete deep beams. Proceeding Journal of the Korea Concrete Institute, 16(1), 532-535.
Hassan, T.K., Seliem, H.M., Dwairi, H., Rizkalla, S.H., & Zia, P. (2008). Shear behavior of large concrete beams reinforced with high-strength steel. ACI Structural Journal, 105(2), 173-179.
Hong, K.N., & Han S.H. (2005). Shear strength of reinforced high-strength concrete beams without web reinforcement. Journal of the Korea Society of Civil Engineers, 25(1), 261-269.
Jeong, C.Y., Han, D.S., Go, M.Y., Lee, B.S., Kim, S.W., & Kim, K.H. (2012). Experimental study on size effect of reinforced concrete beams according to longitudinal reinforcement ratio. Proceeding Journal of the Korea Concrete Institute, 24(2), 119-120.
Kani, G.N.J. (1967). How safe are our large reinforced concrete beams. ACI Structural Journal, 64(12), 129-1416.
Kim, J.K., & Park, Y.D. (1993). An experimental study on the shear strength of reinforced high strength concrete beams without stirrups. Journal of the Korea Concrete Institute. 5(1), 103-113.
Kim K.S., Lee D.H., & Ju, H.J. (2011). Minimum and maximum shear reinforcement ratio of reinforced concrete members. Journal of the Architectural Institute of Korea, 27(2), 63-72
Kuo, W.W., Hsu, T.T.C., & Hwang, S.J. (2014). Shear Strength of Reinforced Concrete Beams. ACI Structural Journal, 111(4), 809-818
Noh, H.J., Yu, I.G., Lee, H.K., Baek, S.M., Kim, W.S., & Kwak, Y.K. (2019). A characteristic study on shear strength of reinforced concrete beams according to longitudinal reinforcement ratio and size effect. Journal of the Architectural Institute of Korea, 35(6), 111-119.
Park, K.H., & Yeom, D.W. (1996). Size effect on the shear strength of high strength reinforced concrete short beams without stirrup, Journal of the Architectural Institute of Korea, 16(2), 529-536.
Rios, R.D., & Riera, J.D. (2004). Size effects in the analysis of reinforced concrete structures, Engineering Structures, 26, 1115-1125.
Shin, W.C., Lee, H.K., Baek, S.M., Kim, W.S., & Kwak, Y.K. (2016). An experimental study on the minimum reinforcement ratio of high strength reinforced concrete beams according to RCA replacement ratio. Journal of the Architectural Institute of Korea, 32(10), 13-22.
Song, H.W. (1998). Size effects in shear strength of reinforced concrete beams without web reinforcement. Journal of the Korea Concrete Institute, 10(6), 179-190.
Tompos, E.J., & Frosch, R.J. (2002). Influence of beam size, longitudinal reinforcement, and stirrup effectiveness on concrete shear strength. ACI Structural Journal, 99(5), 559-567.
Yang. K.H. (2002). An experimental study on the size effect of reinforced concrete deep beams. Journal of the Architectural Institute of Korea, 22(2), 201-204.
Yoon, S.H., Lee, J.Y., & Kim, S.W. (2002). Evaluation of minimum shear reinforcement content of reinforced concrete beams. Proc. Journal of the Korea Concrete Institute, 14(1), 253-258.
Zararis, P.D., & Papadakis, G.C. (2001). Diagonal shear failure and size effect in RC beams without web reinforcement. Journal of Structural Engineering, ASCE, 127(7), 733-742.
Zsutty, T.C. (1971). Shear strength prediction for separate categories of simple beam tests. ACI Structural Journal, 68(15), 138-143.
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