JKCI
Journal of
the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2017-10
(Vol.29 No.5)
10.4334/JKCI.2017.29.5.505
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REF
1
ACI Committee 318 (2014) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary. Farming-ton Hills, Mich: ACI. 492.
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ACI Committee 349 (2013) Code requirements for nuclear safety related concrete structures (ACI 349-13). Farmington Hills, Mich: ACI.
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Architectural Institute of Korea (2016) Korean Building Code and Commentary. Seoul: Kimoondang Publishing Company. 842-843. (In Korean)
4
ASTM (2016) A706: Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement. US: ASTM. 1-7.
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ASTM. (2016) A615: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement. US: ASTM. 1-8.
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AWS. (2011) D1.4: Structural Welding Code-Reinforcing Steel – Including Metal Inserts and Connections in Reinforced Concrete Construction. US: AWS. 1-72.
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KEPIC. (2015) Nuclear Safety-Related Concrete Structures. Seoul: KEA. 1-19. (In Korean)
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9
Korea Concrete Institute (2012) Concrete Design Code and Commentary. Seoul: Kimoondang Publishing Company. 1-599. (In Korean)
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Korea Standard Association (2007) KS B ISO 17660-1; Welding-Welding of Reinforcing Steel-Part1:Load-Bearing Welded Joints. Korea: Korean Agency for Technology and Standards. 1-35. (In Korean)
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Korea Standard Association. (2012) KS D7104; Flux Cored Wires for Gas Shielded and Self-Shielded Metal Arc Welding of Mild Steel, High Strength Steel and Low Temperature Service Steel. Korea: Korean Agency for Technology and Standards. 1-10. (In Korean)
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Korea Standard Association. (2016) KS D3504; Steel Bars for Concrete Reinforcement. Korea: Korean Agency for Techno-logy and Standards. 1-31. (In Korean)
14
Nikolaou, J. and Papadimitriou, G. D. (2004) Mechanical Properties of Lap-Welded Reinforcing Steel Bars Used for Repairing Damaged Reinforced Concrete Structures. Materials and structures 37(10), 698-706.