1 |
Korea Electric Power Industry Code, "SNB Nuclear Safety Related Structures-Concrete Containments", 2010, Seoul, Korea Electric Association, pp.244.
|
2 |
Korea Electric Power Industry Code, "SNC Nuclear Safety Related Structures-uclear Safety-Related Concrete Structures", Korea Electric Association, Seoul, 2010, pp.182.
|
3 |
ACI Committee 349, Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-13) and Commentary, American Concrete Institute, Farmington Hills, MI, 2014, 196 pp.
|
4 |
ASME Boiler & Pressure Vessel Code III Division 2, Code for Concrete Reactor Vessels and Containments, 2010, 184 pp.
|
5 |
Korea Concrete Institute, Concrete Design Code, Kimoondang Publishing Company, Seoul, 2012, pp. 221-240.
|
6 |
KS D 3504:2016, Steel Bars for Concrete Reinforcement, Korean Agency for Technology and Standards, 2016, 31 pp.
|
7 |
ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary, ACI, Farmington Hills, Mich., 2014, 492 pp.
|
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 |
ACI Committee 408, "Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03)," ACI, Farmington Hills, Mich., 2003, pp.49.
|
17 |
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.
|