Acknowledgement
Supported by : National Research Foundation of Korea (NRF), Seoul National University
References
- ACI Committee 318 (2014), Building code requirements for structural concrete (ACI 318-14) and commentary (ACI 318R-14), Farmington Hills, Mich.: American Concrete Institute, 520.
- Aderson, N.S. and Ramirez, J.A. (1989), "Detailing of stirrup reinforcement", ACI Struct. J., 86(5), 507-515.
- Bresler, B. and Scordelis, A.C. (1963), "Shear strength of reinforced concrete beams", ACI J. Proceedings, 60, 51-74.
- Choi, Y.W., Lee, H.K., Chu, S.B., Cheong, S.H. and Jung, W.Y. (2012), "Shear behavior and performance of deep beams made with self-compacting concrete", Int. J. Concrete Struct. Mater., 6(2), 65-78. https://doi.org/10.1007/s40069-012-0007-y
- Collins, M.P., Mitchell, D., Adebar, P. and Vecchio, F.J. (1996), "A general shear design method", ACI Struct. J., 93(1), 36-45.
- Hong, S.G., Lee, S.G. and Kang, T.H.K. (2011), "Deformation-based Strut-and-Tie model for interior joints of frames subject to load reversal", ACI Struct. J., 108(4), 423-433.
- Hong, S.G., Lee, S.G., Hong, S. and Kang, T.H.K. (2016), "Deformation-based Strut-and-Tie Model for reinforced concrete columns subject to lateral loading", Comput. Concrete, 17(2), 157-172. https://doi.org/10.12989/cac.2016.17.2.157
- Kani, M.W., Huggins, M.W. and Wittkopp, R.R. (1979), "Kani on shear in reinforced concrete", Toronto: University of Toronto Dept. of Civil Engineering, 225.
- Kassem, W. (2015), "Strength prediction of corbels using strut-and-tie model analysis", Int. J. Concrete Struct. Mater., 9(2), 255-266. https://doi.org/10.1007/s40069-015-0102-y
- Lee, J.D., Yoon J.K. and Kang, T.H.K. (2016), "Combined half precast concrete slab and post-tensioned slab topping system for basement parking structures", J. Struct. Integrity Maintenance, 1(1), 1-9. https://doi.org/10.1080/24705314.2016.1153281
- Reineck, K.H. (1991), "Ultimate shear force of structural concrete members without transverse reinforcement derived from a mechanical model (SP-885)", ACI Struct. J., 88(5), 592-602.
- Shin, S.W., Lee, K.S., Moon, J.I., and Ghosh, S.K. (1999), "Shear strength of reinforced high-strength concrete beams with shear span-to-depth ratios between 1.5 and 2.5", ACI Structural Journal, 96(4): pp. 549-556.
- Vecchio, F.J. and Collins, M.P. (1986), "The modified compression field theory for reinforced concrete elements subjected to shear", ACI J., 83(2), 219-231.