ACI Committee 318. (1999). Building code requirements for reinforced concrete (ACI 318-89) and commentary-ACI 318R-89. Farmington Hills: American Concrete Institute.
ACI Committee 318. (2008). Building code requirements for reinforced concrete and commentary (ACI 318M-08), American Concrete Institute.
ASTM. (2003). Standard test method for slump of hydrauliccement concrete. C143 M-03, West Conshohocken, Pennsylvania.
ASTM. (2005). Standard test method for compressive strength of cylindrical concrete specimens. C39-05, West Conshohocken, Pennsylvania.
ASTM. (2007). Standard practice for making and curing concrete test specimens in the laboratory. C192-07, West Conshohocken, Pennsylvania.
Bakir, P. G., & Boduroglu, H. M. (2005). Mechanical behavior and non-linear analysis of short beams using softened truss and direct strut and tie models. Engineering Structures, 27, 639-651.
Bouzoubaaˆ, N., & Lachemi, M. (2001). Self-compacting concrete incorporating high volumes of class F fly ash: Preliminary results. Cement and Concrete Research, 31, 413- 420.
Broomfield, J. (2003). The identification and assessment of defects, damage and decay. In S. MacDonald (Ed.), Concrete: Building pathology. Oxon: Blackwell.
Choi, Y. W., Cho, S. K., Choi, W., Kim, K. H., & An, S. I. (2003). Properties of medium strength self-compacting concrete with simple mix design method. Proceedings of the Korea Concrete Institute, 15, 83-88.
Choi, Y. W., Jung, M. Y., Chung, J. S., Moon, D. J., & An, S. I. (2002). Optimum mixture proportion of self-compacting concrete considering packing factor of aggregate and fine aggregate volume ratio. Proceedings of the Korea Concrete Institute, 14, 549-554.
Choi, Y. W., Kim, Y. J., & Kang, H. J. (2008). A study on the flowability properties of the high flowing self-compacting concrete for members of bridge precast. Korea Society of Civil Engineers, 28, 155-163.
Choi, Y. W., Kim, Y. J., Shin, H. C., & Moon, H. Y. (2006). An experimental research on the fluidity and mechanical properties of high-strength lightweight self-compacting concrete. Cement and Concrete Research, 36, 1595-1602.
Choulli, Y., Mari, A. R., & Cladera, A. (2008). Shear behavior of full-scale prestressed I-beams made with self compacting concrete. Materials and Structures, 41, 131-141.
Crist, R. A. (1971). Static and dynamic shear behavior of uniformly reinforced concrete deep beams. Report No. AFWL-TR-71-74, University of New Mexico (CERF), Kirkland Air Force Base, Mexico, November, 1971.
de Pavia, H. A. R., & Siess, C. P. (1965). Strength and behavior of deep beams in shear. ASCE Proceedings, 91, 19-41.
Domone, P. L. (2006). Self-compacting concrete: An analysis of 11 years of case studies. Cement and Concrete Composites, 28, 197-208.
Hassan, A. A. A., Hossain, K. M. A., & Lachemi, M. (2008). Behavior of full-scale self-consolidating concrete beams in shear. Cement and Concrete Composites, 30, 588-596.
Hassan, A. A. A., Hossain, K. M. A., & Lachemi, M. (2010). Structural assessment of corroded self-consolidating concrete beams. Engineering Structures, 32, 874-885.
Hsu, T. T. C. (1998). Unified approach to shear analysis and design. Cement and Concrete Composites, 20, 419-435.
Japan Society of Civil Engineering (2005). Guide to construction of high flowing concrete, Gihoudou Pub, Tokyo.
Lachemi, M., Hassain, K. M. A., Lambros, V., Nkinamubanzi, P. C., & Bouzoubaa, N. (2005). Self-compacting concrete incorporating new viscosity modifying admixtures. Cement and Concrete Research, 24, 917-926.
Londhe, R. S. (2011). Shear strength analysis and prediction of reinforced concrete transfer beams in high-rise buildings. Structural Engineering and Mechanics, 37(1), 39-59.
MacGregor, J., & Wight, J. K. (2006). Reinforced concrete mechanics and design: Fourth edition in SI units. Upper Saddle River, NJ: Prentice Hall.
Mau, S. T., & Hsu, T. T. C. (1987). Shear strength prediction for deep beams with web reinforcement. ACI Structural Journal, 84, 513-523.
Mau, S. T., & Hsu, T. T. C. (1989). Formula for the shear design of deep beam. Structural Journal of the American Concrete Institute, 86, 516-523.
Okamura, H. (1999). Self-compacting high performance concrete. Tokyo: Social System Institute.
Okamura, H., Maekawa, K., & Ozawa, K. (1998). High performance concrete. Tokyo: Gihoudou Pub.
Omeman, Z., Nehdi, M., & El-Chabib, H. (2008). Experimental study on shear behavior of carbon-fiber-reinforced polymer reinforced concrete short beams without web reinforcement. Canadian Journal of Civil Engineering, 35(1), 1-10.
Shah, D. L., & Modhera, C. D. (2010). Evaluation of shear strength of self compacting concrete deep beam. International Journal of Advanced Engineering Technology, 1, 292-305.
Stephen, J. F., & Gilbert, R. I. (1998). Experimental studies on high-strength concrete deep beams. ACI Structural Journal, 95, 382-390.
Su, N., Hsu, K. C., & Chai, H. W. (2001). A simple mix design method for self-compacting concrete. Cement and Concrete Research, 31, 1799-1807.
Uribe, C. S., & Alcocer, S. M. (2002). SP-208 Example 1a: Deep beam design in accordance with ACI 318-2002. American Concrete Institute, 65-81.
Yang, K. H., Chung, H. S., Lee, E. T., & Eun, H. C. (2003). Shear characteristics of high-strength concrete deep beams without shear reinforcements. Engineering Structures, 25, 1343-1352.