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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2020-08
(Vol.32 No.4)
10.4334/JKCI.2020.32.4.341
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REF
References
1
ACI Committee 318 , 2014, Building Code Requirements for Reinforced Concrete (ACI 318-14) and Commentary (ACI 318R-14), Farmington Hills, MI; American Concrete Institute (ACI), pp. 519
2
ACI Committee 318 , 2019, Building Code Requirements for Reinforced Concrete (ACI 318-19) and Commentary (ACI 318R-19), Farmington Hills, MI; American Concrete Institute (ACI), pp. 623
3
ACI Committee 408 , 2003, Building Code Requirement for Structural Concrete (ACI 408R-03) and Commentary, Farmington Hills, MI; American Concrete Institute (ACI), pp. 49
4
European Committee for Standardization (CEN) , 2004, Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings (BS EN 1992-1-1:2004), London, UK; British Standards Institute (BSI), pp. 131-136
5
fib , 2013, fib Model Code for Concrete Structures 2013, Lausanne, Switzerland; The International Federation for Structural Concrete (fib), pp. 152-155
6
KCI , 2017, KCI Model Code 2017, Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI), pp. 637.(In Korean)
7
Pfister J. F., Mattock A. H., 1963, High Strength Bars as Concrete Reinforcement Part 5. Lapped Splices in Concentrically Loaded Columns, Research and development laboratories, Vol. 5, No. 2, pp. 27-40
8
Seong M. K., Chun S. C., 2018, Anchorage Behavior and Strengths of D22 SD600 Reinforcing Bars in Compression Terminated in Exterior Beam-Column Joint, Journal of the Korea Concrete Institute, Vol. 30, No. 5, pp. 505-516
9
Seong M. K., Chun S. C., 2019, Anchorage Behavior of D22 SD600 Reinforcing Bars in Compression Terminated in Exterior Beam-Column Joint of 60 and 90 MPa Concrete, Journal of the Korea Concrete Institute, Vol. 31, No. 5, pp. 475-484. (In Korean)
