Mobile QR Code QR CODE
Export citation EndNote
1 
ACI Committee 318. (2014) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary. Farmington Hills, Mich: ACI. 492.Google Search
2 
ACI Committee 349. (2013) Code requirements for nuclear safety related concrete structures (ACI 349-13). Farmington Hills, Mich: ACI.Google Search
3 
ASTM. (2016) A615: Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement. US: ASTM. 1-8.Google Search
4 
ASTM. (2016) A706: Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement. US: ASTM. 1-7.Google Search
5 
AWS. (2011) D1.4: Structural Welding Code-Reinforcing Steel – Including Metal Inserts and Connections in Reinforced Concrete Construction. US: AWS. 1-72.Google Search
6 
Kim, M.-G., Chun, S, Sim, H.-J, Chun, K.-S., and Lee, J.-H. (2017) Strength Evaluation of Welded Lap Splices of 19 and 29 mm Normal Reinforcing Steel Bars. Journal of the Korea Concrete Institute 29(5), 505-513. (In Korean)Google Search
7 
Korea Concrete Institute. (2012) Concrete Design Code and Commentary. Seoul: Kimoondang Publishing Company. 1-599. (In Korean)Google Search
8 
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)Google Search
9 
Korea Standard Association. (2001) KS D3504; Steel Bars for Concrete Reinforcement. Korea: Korean Agency for Technology and Standards. 1-21. (In Korean)Google Search
10 
Korea Standard Association. (2016) KS D3504; Steel Bars for Concrete Reinforcement. Korea: Korean Agency for Technology and Standards. 1-31. (In Korean)Google Search
11 
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)Google Search