1. ACI Committee 318 (2005) Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary, American Concrete Institute, Farmington Hills, MI, USA
2. ACI-ASCE Committee 326 (1962) “Shear and Diagonal Tension,” ACI J., Proc., 59: 1–30, 277–344, 352–396
3. Bazant, Z., Yu, Q. (2005) “Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups,” ASCE J. Struct. Engrg, 131(12) “I: Formulation” 1877–1885, “II: Verification and Calibration” 1886–1897
4. Bentz, E.C., F.J. Vecchio and Collins, M.P. (2005) “The Simplified MCFT for Calculating the Shear Strength of Reinforced Concrete Elements, ACI Struct. J., submitted April 2005, 45pp.
5. CSA Committee A23.3. 2004. Design of Concrete Structures (CSA-A23.3-04), Canadian Standards Association, Rexdale, ON