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4.ASME Boiler & Pressure Vessel Code III Division 2, Code for Concrete Reactor Vessels and Containments, 2010, 184 pp.

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6.KS D 3504:2016, Steel Bars for Concrete Reinforcement, Korean Agency for Technology and Standards, 2016, 31 pp.

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8.Minor, J., and Jirsa, J., “Behavior of Bent Bar Anchorages in Beam-Column Joints,” ACI Journal, Proceedings, Vol. 72, No.4, Mar.-Apr., 1975, pp. 141-149.

9.Marques, J. L., and Jirsa, J. O., 1975, “A Study of Hooked Bar Anchorages in Beam-Column Joints,” ACI Journal, Proceedings, Vol. 72, No. 5, May-Jun., pp. 198-209.

10.Pinc, P., Watkins, M., and Jirsa, J., 1977, The Strength of the Hooked Bar Anchorages in Beam-Column Joints, CESRL Report No. 77-3, Department of Civil Engineering-Structures Research Laboratory, University of Texas, Austin, Texas, 67 pp.

11.Ramirez, J. A., and Russell, B. W., 2008, Transfer, Development, and Splice Length for Strand/reinforcement in High-strength Concrete, Washington, D.C.: Transportation Research Board, National Research Council, pp. 99-120.

12.Jayne Sperry, Samir Al-Yasso, Nathaniel Searle, Michael DeRubeis, David Darwin, Matthew O'Reilly, Adofo Matamoros, Lisa Feldman, Andres Lepage, Remy Lequesne, and Ali Ajaam, Anchorage of High-Strength Reinforcing Bars with Standard Hooks, SM Report No. 111, June 2015, University of Kansas Center for Research, INC., 243pp.

13.Orangun, C. O., Jirsa, J. O., and Breen, J. E., “A Reevaluation of Test Data on Development Length and Splices”, ACI Journal, Proceedings, Vol.74, No.3, 1977, pp.114-122.

14.Jirsa, J. O., Lutz, L. A., and Gergely, P., “Rationale for Suggested Development, Splice, and Standard Hook Provisions for Deformed Bars in Tension,” Concrete International, Vol.1, No.7, 1979, pp.47-61.

15.ACI Committee 352, Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures, ACI, Farmington Hills, Mich., 2002, pp.38.

16.Furche, J. and Eligehausen, R., “Lateral Blow-Out Failure of Headed Studs Near a Free Edge,” Anchors in Concrete-Design and Behavior, SP-130, 1991, American Concrete Institute, Farmington Hills, MI., pp.235-52.

17.ACI Committee 408, “Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03),” ACI, Farmington Hills, Mich., 2003, pp.49.