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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)
1 
ACI Committee 318 (2008), Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary., 203-212.
2 
ACI Committee 349 (2013), Code Requirements for Nuclear Safety-Related Concrete Structures(ACI 349-13) and Commentary., 72-75.
3 
(2015), Sec.III. Div.2 - Code for Concrete Containments
4 
(2016), Behavior of 550 MPa 43 mm Hooked Embeded in Beam-Column Joints, KCI Journal, 28(5), 611-620.
5 
(1996), Application of Headed Bars in Concrete Members, phD dissertation
6 
(2014), Strength of Headed Bars Anchored in Exterior Beam-Column Joints, Master’s Thesis
7 
(2015), Lap Splice Tests Using High- Strength Headed Bars of 550 MPa(80 ksi) Yield Strength, ACI Structural Journal., American Concrete Institute, 112(5), 679-688.
8 
(2017), Side-Face Blowout Failure of Large-Diameter High-Strength Headed Bars in Beam-Column Joints, ACI Structural Journal., American Concrete Institute, 114(1), 161-172.
9 
(2015), Side-Face Blowout Strength of 43 and 57 mm (No. 14 and No. 18) Hooked Bars in Beam-Column Joints., ACI Structural Journal, 114(5), 1-12.
10 
(2013), Strength of Lap Splices Anchored by SD600 Headed Bars., KCI Journal, 25(2), 217-224.
11 
(1999), Anchorage Capacity in Concrete of Headed Reinforcement with Shallow Embedments., ACI Structural Journal, 96(5), 728-736.
12 
(1996), Anchorage of Headed Reinforcement in Concrete, phD dissertation
13 
(1998), SP 180-16 : Effect of Transverse Reinforcement and Bonded Length on the Side-Blowout Capacity of Headed Reinforcement., 367-389.
14 
(2013), Evaluation on Anchorage Capacity of Headed Bars with Large Diameter in TTC Node., 32-70.
15 
(2016), Evaluation on Anchorage Capacity of Large-Diameter Headed Bars with High-Strength, phD dissertation
16 
KHNP-Central Research Institute (2016), Technical Report 2017-5000-3339-전-0077TR : Development of Application Technology of High-Strength Reinforcing Bars for Nuclear Power Plant Structures
17 
(2015), Numerical Approach of Effect of Transverse Reinforcement on Headed Bars with Large Diameter in TTC Node, Master’s Thesis
18 
Korea Electric Power Industry Code Structural T/C (2015), SNBJ. Nuclear safety Related Structures-Concrete Containments., 86-92.
19 
Korea Electric Power Industry Code Structural T/C (2015), SNCNuclear safety Related Structures-Nuclear Safety-Related Concrete Structures., 91-100.
20 
(2013), Strength of Lap Splices Anchored by SD 600 Headed Bars, Master’s Thesis
21 
(2014), Strength of Lap Splices Anchored by Large Diameter Headed Bars, Master’s Thesis
22 
(1975), A Study of Hooked Bar Anchorages in Beam-Column Joints, ACI Journal., American Concrete Institute, 72(3), 198-209.
23 
(2006), Behavior and Capacity of Headed Reinforcement, ACI Structural Journal., American Concrete Institute, 103(4), 522-530.
24 
(2006), CCT Nodes Anchored by Headed Bars. Part 2 : Capacity of Nodes, ACI Structural Journal., American Concrete Institute, 103(1), 65-73.
25 
(2006), Lap Splices Anchored by Headed Bars, ACI Structural Journal., American Concrete Institute, 103(2), 271-279.
26 
(2005), CCT Nodes Anchored by Headed Bars. Part 1 : Behavior of Nodes., Structural Journal, ACI, 102(6), 808-815.