JKCI
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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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2024-02
(Vol.36 No.1)
10.4334/JKCI.2024.36.1.051
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REF
References
1
ACI Committee 318 (1971) Building Code Requirements for Reinforced Concrete (ACI 318-71). Farmington Hills, MI: American Concrete Institute (ACI). 78.
2
ACI Committee 318 (2019) Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318 R-19). Farmington Hills, MI: American Concrete Institute (ACI). 623.
3
ACI Committee 408 (2003) Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03) (Reapproved 2012). Farmington Hills, MI: American Concrete Institute (ACI). 49.
4
ACI Committee 408 (2021) Tension Lap Splice Database. Farmington Hills, MI: American Concrete Institute (ACI). www.concrete.org.
5
Chamberlin, S. J. (1952) Spacing of Spliced Bars in Tension Pull- Out Specimen. ACI Journal, Proceedings 49(4), 261-274.
6
Chamberlin, S. J. (1958) Spacing of Spliced Bars in Beams. ACI Journal, Proceedings 54(8) 689-697.
7
Chinn, J., Ferguson, P. M., and Thompson, N. J. (1955) Lapped Splices in Reinforced Concrete Beams. ACI Journal, Proceedings 52(2) 201-213.
8
KCI (2021a) Concrete Design Code and Commentary. Seoul, Korea: Kimoondang Publishing Company. Korea Concrete Institute (KCI). (In Korean)
9
KCI (2022a) Shear and Torsion (KDS 14 20 22). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). 30. (In Korean)
10
KCI (2022b) Serviceability (KDS 14 20 30). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). 15. (In Korean)
11
KCI (2022c) Development and Splices of Reinforcement (KDS 14 20 52). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). 7. (In Korean)
12
KCI (2022d) Slab Systems and Footings (KDS 14 20 70). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MO LIT), Korea Concrete Institute (KCI). 28. (In Korean)
13
KCI (2022e) Walls (KDS 14 20 72). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). 9. (In Korean).
14
Lee., J.-H., and Kim, J.-K. (2008) Crack Control by Korea Structural Concrete Design Code (2007). Magazine of the Korea Concrete Institute 34(2), 58-69.
15
Orangun, C. O., Jirsa, J. O., and Breen, J. E. (1977) A Reevaluation of Test Data on Development Length and Splices. ACI Structural Journal 74(11), 114-209.
16
Park, R., and Paulay, T. (1975) Reinforced Concrete Structures. John Wiley and Sons, 11-52.
17
Sagan, V. E., Gergely, P., and White, R. N. (1991) Behavior and Design of Noncontact Lap Splices Subjected to Repeated Inelastic Tensile Loading. ACI Structural Journal 88(4), 420-431.
18
Walker, W. T. (1951) NLaboratory Tests of Spaced and Reinforcing Bars. ACI Journal, Proceedings 47(1), 3650-3721.
19
WSDT (1997) Noncontact Lap Splices in Bridge Column-Shaft Connections (WA-RD 417.1). Washington, USA: Washington State Department of Transportation (WSDT).