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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2017-04
(Vol.29 No.2)
10.4334/JKCI.2017.29.2.201
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REF
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ACI Committee 318, “Building code requirements for reinforced concrete (ACI 318-14)”, American Concrete Institute, Farmington Hills, MI, 2014, pp.465.
2
Korea Concrete Institute, Concrete Design Code, Kimoondang Publishing Company, Seoul, 2012, 342pp.
3
Thompson, M.K., Ziehl, M.J., Jirsa, J.O., and Breen, J.E., “CCT Nodes Anchored by Headed Bars-Part 1: Behavior of Nodes”, ACI Structural Journal, Vol.102, No.6, 2005, pp.808-815.
4
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ACI Committee 374, “Acceptance Criteria for Moment Frames based on Structural Testing and Commentary”, ACI 374.1-5, American Concrete Institute, Farmington Hills, 2005, pp.1-9.
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Paulay, T., and Priestley, M., “Seismic Design of Reinforced Concrete and Masonary Buildings”, New York: John Wiley & Sons, 1992, 300pp.
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Joint ACI-ASCE Committee 352, “Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures (ACI 352R-02),” American Concrete Institute, Farmington Hills, MI,2002, pp.37.
12
Chun, S.-C., Choi, C.-S., and Jung, H.-S., “Side-Face Blowout Failure of Large-Diameter High-Strength Headed Bars in Beam-Column Joints”, ACI Structural Journal, Vol.114, No.1, 2017, pp.161-171.
13
Chun, S.-C., and Lee, S.-H., “Failure Modes and Strengths of Headed Bars Anchored in Exterior Beam-Col-umn Joints”, Journal of the Architectural Institute of Korea Structure & construction, Vol.25, No.5, 2009, pp.47-54.