Mobile QR Code QR CODE
Export citation EndNote
1 
1.Ministry of Land, Transport and Maritime Affairs, “Concrete Design Code”, Korea Concrete Institute, 2012, p.170.Google Search
2 
2.ACI Committee 318, “Building Code Requirements for Structural Concrete(ACI 318-14) and Commentary(ACI 318R-14)”, American Concrete Institute, Farmington Hills, MI, 2014, p.434.Google Search
3 
3.Comete European de Normalisation(CEN), “Eurocode 2 : Design of Concrete Structures. Part 1-General Rules and Rules for Buildings”, prEN 1992-1, 2002, p.211.Google Search
4 
4.CSA Committee A23.3-04, Design of Concrete Structures for Buildings CAV3-A23.3-04, Canadian Standards Association, Canada, 2004, p.232.Google Search
5 
5.Bazant, Z. P., and Cao, Z., “Size Effect of Shear Failure in Prestressed Concrete Beams”, ACI Journal, Proceedings, Vol.83, No.2, 1986, pp.260-268.Google Search
6 
6.Wolf, T. S., and Frosch, R. J., “Shear Design of Prestressed Concrete : A Unified Approach”, Journal of Structural Engineering, ASCE, Vol.133, No.11, 2007, pp.1512-1519.DOI
7 
7.Elzanaty, A. H., Nilson, A. H., and Slate, F. O., “Shear capacity of prestressed concrete girders using high-strength concrete”, ACI Journal, Vol.83, No.3, 1986, pp.359-368.Google Search
8 
8.Nakamura, E., “Shear Database for Prestressed Concrete Members”, Master of Science in Engineering Thesis, The University of Texas at Austin, 2011, p.86.Google Search
9 
9.Lee, J. Y., and Hwang, H. B., “Maximum Shear Reinfor-cement of Reinforced Concrete Beams”, ACI Structural Journal, Vol.107, No.5, 2010, pp.580-588.Google Search
10 
10.Lee, J. Y., and Choi, I. J., “Shear Behavior of Reinforced Concrete Beams with High-Strength Stirrups”, ACI Structural Journal, Vol.108, No.5, 2011, pp.621-629.Google Search
11 
11.Regan, P. E., and Baker, A. L. L., “Shear Failure of Reinforced Concrete Beams”, ACI Journal, Vol.68, No.10, 1971, pp. 763-773.Google Search
12 
12.Sozen, M. A., and Zwoyer, E. M., “Investigation of Prestressed Concrete for Highway Bridge, Part 1-Strength in Shear of Beams without Web Reinforcement”, Engineering Experiment Station Bulletin, No. 452, University of Illinois, Urbana, 1959, p.69.Google Search
13 
13.ACI Committee 224, “Control of Cracking in Concrete Structures (ACI 224R-01)”, American Concrete Institute, Detroit, 2001, p.46.Google Search