References
- Liu, J. & Mihaylov, B. (2016) "A comparative study of models for shear strength of reinforced concrete deep beams." Engineering Structures, 112: 81-89. https://doi.org/10.1016/j.engstruct.2016.01.012
- Alexander, R. (1972) "Influence of reinforcement percentage on deep beam behavior." Civil Carleton University. Dissertation. Engineering
- William, S. (1970) "Comparison of length and shear span parameters in deep beams." Civil Carleton University. Dissertation. Engineering.
- Mohamed, K., Farghaly, A., Benmokrane, B. & Neale, K. (2017) "Nonlinear finite-element analysis for the behavior prediction and strut efficiency factor of GFRP-reinforced concrete deep beams." Engineering Structures, 137: 145-161. https://doi.org/10.1016/j.engstruct.2017.01.045
- Kim, H. S., Lee, M. S., Park, M. H. & Shin, Y. S. (2011) "Studies on the Effect of Shear Span-to-Depth Ratio and Axial Stress on Performance of Deep Reinforced Concrete Beams." Journal of the Architectural Institute of Korea Structure & Construction, 27: 57-64.
- Lee, M. S., Park, J. E. & Shin, Y. S. (2009) "An experimental study on the shear behavior of reinforced concrete deep beams with axial force." Journal of the Architectural Institute of Korea Structure & Construction, 29: 267-270.
- Yoon, S. J., Seo, S. Y., Lee, W. J. & Kang, K. H. (2004) "Shear Behavior of Reinforced Concrete Deep Beams with Headed Reinforcement as longitudinal bar." Journal of the Architectural Institute of Korea Structure & Construction, 20: 11-18.
- De Paiva, H. A., & Siess, C. P. (1965) "Strength and behavior of deep beams in shear." Journal of the Structural Division, 91: 19-41.
- Mau, ST. & Hsu, TTC. (1989) "Formula for the shear strength of deep beams." ACI Structural Journal, 86: 516-523.
- Ashour, A. F. (2000) "Shear capacity of reinforced concrete deep beams." Journal of Structures Engineering, 126: 1045-1052. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:9(1045)
- Hwang, S. J., Lu, W. Y. & Lee, H. J. (2000) "Shear strength prediction for deep beams." Structural Journal, 97: 367-376.
- Matamoros, A. B. & Wong, K. H. (2003) "Design of simply supported deep beams using strutand-tie models." ACI Structural Journal, 100: 704-712.
- Zararis, P. D. (2003) "Closure to "Shear Compression Failure in Reinforced Concrete Deep Beams" by Prodromos D. Zararis." Journal of Structures Engineering, 131: 991.
- Tang, C. Y. & Tan, K. H. (2004) "Interactive mechanical model for shear strength of deep beams." Journal of Structures Engineering, 130: 1534-1544. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:10(1534)
- Russo, G., Venir, R. & Pauletta, M. (2005) "Reinforced concrete deep beams - shear strength model and design formula." Structural Journal, 102: 429-437.
- Tan, K. H. & Cheng, G. H. (2006) "Size effect on shear strength of deep beams: investigating with strut-and-tie model." Journal of Structures Engineering, 132: 673-685.
- Yang, K. H. & Ashour, A. F. (2011) "Strut-and-tie model based on crack band theory for deep beams." Journal of Structures Engineering, 137: 1030-1038. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000351
- Mihaylov, B. I., Bentz, E. C. & Collins, M. P. (2013) "Twoparameter kinematic theory for shear behaviour of deep beams." ACI Structural Journal, 110: 447-456.
- Korea Concrete Institute, (2012) KCI 2012, "Korean Con-crete Structure Code"
- Gandomi, A. H., Babanajad, S. K., Alavi, A. H. & Farnam, Y. (2012) "A novel approach to strength modeling of concrete under triaxial compression." Journal of Materials in Civil Engineering, 24: 1132-1143. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000494
- Gandomi, A. H., Alavi, A. H. & Yun, G. J. (2011) "Nonlinear modeling of shear strength of SFRC beams using linear genetic programming." Structural Engineering and Mechanics, 38: 1-25. https://doi.org/10.12989/sem.2011.38.1.001
- Elbahy, Y. I., Nehdi, M. & Youssef, M. A. (2010) "Artificial neural network model for deflection analysis of superelastic shape memory alloy reinforced concrete beams." Canadian Journal of Civil Engineering, 37: 855-865. https://doi.org/10.1139/L10-039
- Perez, J. L., Cladera, A., Rabunal, J. R. & Abella, F. M. (2010) "Optimal adjustment of EC-2 shear formulation for concrete elements without web reinforcement using Genetic Programming." Engineering Structures, 32: 3452-3466.
- Sanad, A. and Saka, M.P. (2001) "Prediction of ultimate shear strength of reinforced concrete deep beams using neural networks." Engineering Structures, 127: 818-827. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:7(818)
- Pareek, T. (2012) "Use of Steel Fiber Reinforced Concrete in Structural Members With Highly Complex Stress Fields." University of Texas, Arlington
- Herranz, J. P., Santa Maria, H., Gutierrez, S. & Riddell, R. (2012) "Optimal strut-and-tie models using full homogenization optimization method." ACI Structural Journal, 109: 605.
- Maxwell, B. S. & Breen, J. E. (2000) "Experimental evaluation of strut-and-tie model applied to deep beam with opening." ACI Structural Journal, 97: 142-148.
- Moradi, M. & Esfahani, M. R. (2016) "Optimization of strut and tie models on deep beam with opening." Sharif Civ. Eng. Journal, 32: 67-77.
- Yang, K. H., Ashour, A. F. & Song, J. K. (2007) "Shear capacity of reinforced concrete beams using neural network." Int. J. Concr. Struct. Mater, 1: 63-73. https://doi.org/10.4334/IJCSM.2007.1.1.063
- Alavi, A. H., Ameri, M., Gandomi, A. H. & Mirzahosseini, M. R. (2011) "Formulation of flow number of asphalt mixes using a hybrid computational method." Construction and Building Materials, 25: 1338-1355. https://doi.org/10.1016/j.conbuildmat.2010.09.010
- Oreta, A. W. C. (2004) "Simulating size effect on shear strength of RC beams without stirrups using neural networks." Engineering Structures, 26: 681-691. https://doi.org/10.1016/j.engstruct.2004.01.009
- Roy, P. P. & Roy, K. (2008) "On some aspects of variable selection for partial least squares regression models." Molecular Informatics, 27: 302-313.
- Gandomi, A. H., Alavi, A. H., Mousavi, M. & Tabatabaei, S. M. (2011) "A hybrid computational approach to derive new ground-motion attenuation models." Engineering Applications of Artificial Intelligence, 24: 717-732. https://doi.org/10.1016/j.engappai.2011.01.005
- Tang, C. W. (2006) "Using radial basis function neural networks to model torsional strength of reinforced concrete beams." Computers and Concrete, 3: 335-355. https://doi.org/10.12989/cac.2006.3.5.335
- Zhang, N. & Tan, K. H. (2007) "Direct strut-and-tie model for single span and continuous deep beams." Engineering Structures, 29: 2987-3001. https://doi.org/10.1016/j.engstruct.2007.02.004