ACI Subcommittee 445 (2002). Examples for the design of structural concrete with strut-and-tie models, Special Publication SP-208, American Concrete Institute, Farmington Hills, Michigan, USA.ACI Subcommittee 445 (2002). Examples for the design of structural concrete with strut-and-tie models, Special Publication SP-208, American Concrete Institute, Farmington Hills, Michigan, USA.

ACI-ASCE Committee 445 (2010). Further examples for the design of structural concrete with strut-and-tie models; SP-273, American Concrete Institute, Farmington Hills, Michigan, USA.ACI-ASCE Committee 445 (2010). Further examples for the design of structural concrete with strut-and-tie models; SP-273, American Concrete Institute, Farmington Hills, Michigan, USA.

Alshegeir, A. and Ramirez, J. A. (1992). “Strut-tie approach in pretensioned deep beams.” ACI Structural Journal, Vol. 89, No. 3, pp. 296-304. Alshegeir, A. and Ramirez, J. A. (1992). “Strut-tie approach in pretensioned deep beams.” ACI Structural Journal, Vol. 89, No. 3, pp. 296-304.

American Association of State Highway and Transportation Officials (2010). AASHTO LRFD bridge design specifications, 5th Edition, Washington D.C., USA.American Association of State Highway and Transportation Officials (2010). AASHTO LRFD bridge design specifications, 5th Edition, Washington D.C., USA.

American Concrete Institute (2014). Building code requirements for structural concrete (ACI 318-14) and commentary, Farmington Hills, Michigan, USA. American Concrete Institute (2014). Building code requirements for structural concrete (ACI 318-14) and commentary, Farmington Hills, Michigan, USA.

Canadian Standards Association (2004). Design of concrete structures for buildings, CSA A23.3-M04, Rexdale, Ontario, Canada.Canadian Standards Association (2004). Design of concrete structures for buildings, CSA A23.3-M04, Rexdale, Ontario, Canada.

Chae, H. S. and Yun, Y. M. (2015). “Strut-tie models and load distribution ratios for reinforced concrete deep beams with shear span-to-effective depth ratio of less than 3.0 - (I) Models and Load Distribution Ratios.” Journal of the Korean Concrete Institute, KCI, In Review (in Korean).Chae, H. S. and Yun, Y. M. (2015). “Strut-tie models and load distribution ratios for reinforced concrete deep beams with shear span-to-effective depth ratio of less than 3.0 - (I) Models and Load Distribution Ratios.” Journal of the Korean Concrete Institute, KCI, In Review (in Korean).

Comite Euro-International du Beton (2010). CEP-FIP model code 2010, International Federation for Structural Concrete (fib), Lausanne, Switzerland.Comite Euro-International du Beton (2010). CEP-FIP model code 2010, International Federation for Structural Concrete (fib), Lausanne, Switzerland.

Foster, S. J. and Gilbert, R. I. (1998). “Experimental studies on high-strength concrete deep beams.” ACI Structural Journal, Vol. 95, No. 4, pp. 382-390.Foster, S. J. and Gilbert, R. I. (1998). “Experimental studies on high-strength concrete deep beams.” ACI Structural Journal, Vol. 95, No. 4, pp. 382-390.

Jeon, C. H. and Yun, Y. M. (2010). “Validity evaluation fo effective strength of concrete strut using strut-tie model analysis of structural concrete.” Journal of the Korean Society of Civil Engineers, Vol. 30, No. 5, pp. 443-462 (in Korean).Jeon, C. H. and Yun, Y. M. (2010). “Validity evaluation fo effective strength of concrete strut using strut-tie model analysis of structural concrete.” Journal of the Korean Society of Civil Engineers, Vol. 30, No. 5, pp. 443-462 (in Korean).

Kaufman, M. K. and Ramirez, J. A. (1988). “Re-evaluation of the ultimate shear behavior of high-strength concrete prestressed I-beams.” ACI Sturctural Journal, Vol. 85, No. 3, pp. 295-303.Kaufman, M. K. and Ramirez, J. A. (1988). “Re-evaluation of the ultimate shear behavior of high-strength concrete prestressed I-beams.” ACI Sturctural Journal, Vol. 85, No. 3, pp. 295-303.

Pang, X. B. and Hsu, T. T. C. (1995). “Behavior of reinforced concrete membrane elements in shear.” ACI Structural Journal, Vol. 92, No. 6, pp. 665-679.Pang, X. B. and Hsu, T. T. C. (1995). “Behavior of reinforced concrete membrane elements in shear.” ACI Structural Journal, Vol. 92, No. 6, pp. 665-679.

Ramirez, J. A. (1994). “Strut-tie design of pretensioned concrete members.” ACI Structural Journal, Vol. 91, No. 4, pp. 572-578.Ramirez, J. A. (1994). “Strut-tie design of pretensioned concrete members.” ACI Structural Journal, Vol. 91, No. 4, pp. 572-578.

Saqan, E. I. and Frosch, R. J. (2009). “Influence of flexural reinforcement on shear strength of prestressed concrete beams.” ACI Structural Journal, Vol. 106, No. 7, pp. 60-68.Saqan, E. I. and Frosch, R. J. (2009). “Influence of flexural reinforcement on shear strength of prestressed concrete beams.” ACI Structural Journal, Vol. 106, No. 7, pp. 60-68.

Shahawy, M. A. and Batchelor, B. D. (1996). “Shear behavior of full-scale prestressed concrete girders: Comparison Between AASHTO Specifications and LRFD Code.” PCI Journal, Vol. 41, No. 3, pp. 48-62.Shahawy, M. A. and Batchelor, B. D. (1996). “Shear behavior of full-scale prestressed concrete girders: Comparison Between AASHTO Specifications and LRFD Code.” PCI Journal, Vol. 41, No. 3, pp. 48-62.

Shahawy, M. A. and Cai, C. S. (1999). “A new approach to shear design of prestressed concrete members.” PCI Journal, Vol. 44, No. 4, pp. 92-117.10.15554/pcij.07011999.92.117Shahawy, M. A. and Cai, C. S. (1999). “A new approach to shear design of prestressed concrete members.” PCI Journal, Vol. 44, No. 4, pp. 92-117.

Tan, K. H. and Mansur, M. A. (1992). “Partial prestressing in concrete corbels and deep beams.” ACI Structural Journal, Vol. 89, No. 3, pp. 251-262.Tan, K. H. and Mansur, M. A. (1992). “Partial prestressing in concrete corbels and deep beams.” ACI Structural Journal, Vol. 89, No. 3, pp. 251-262.

Tan, K. H., Tong, K. and Tang, C. Y. (2001). “Direct strut-and-tie model for prestressed deep beams.” Journal of Structural Engineering, ASCE, Vol. 127, No. 9, pp. 1076-1084.10.1061/(ASCE)0733-9445(2001)127:9(1076)Tan, K. H., Tong, K. and Tang, C. Y. (2001). “Direct strut-and-tie model for prestressed deep beams.” Journal of Structural Engineering, ASCE, Vol. 127, No. 9, pp. 1076-1084.

Yun, Y. M. (2005). “Effective strength of concrete strut in strut-tie model (I): Methods for Determining Effective Strength of Concrete Strut.” Journal of the Korean Society of Civil Engineers, Vol. 25, No. 1, pp. 49-59 (in Korean).Yun, Y. M. (2005). “Effective strength of concrete strut in strut-tie model (I): Methods for Determining Effective Strength of Concrete Strut.” Journal of the Korean Society of Civil Engineers, Vol. 25, No. 1, pp. 49-59 (in Korean).

Yun, Y. M. and Lee, W. S. (2005). “Nonlinear strut-tie model analysis of pre-tensioned concrete deep beams.” Journal of Advances in Structural Engineering, Vol. 8, No. 1, pp. 85-98. 10.1260/136943305374961610.1260/1369433053749616Yun, Y. M. and Lee, W. S. (2005). “Nonlinear strut-tie model analysis of pre-tensioned concrete deep beams.” Journal of Advances in Structural Engineering, Vol. 8, No. 1, pp. 85-98.