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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2017-04 (Vol.29 No.2)
  4. 10.4334/JKCI.2017.29.2.201
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1 
ACI Committee 318, “Building code requirements for reinforced concrete (ACI 318-14)”, American Concrete Institute, Farmington Hills, MI, 2014, pp.465.Google Search
2 
Korea Concrete Institute, Concrete Design Code, Kimoondang Publishing Company, Seoul, 2012, 342pp.Google Search
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.Google Search
4 
Kang, T.H.-K., Shin, M.-S., Mitra, N., and Bonacci, J.F., “Seismic Design of Reinforced Concrete Beam-Column Joints with Headed Bars”, ACI Structural Journal, Vol.106, No.6, 2009, pp.868-877.Google Search
5 
Chun, S.-C., Sim, H.-J., Bae, M.-S., Kim, M.-G., and Lee, B.-S., “Anchorage Strength of High-Strength Large-Diameter Headed Bars in CCT nodes”, Proceedings of the Korea Concrete Institute, Vol.28, No.1, 2016, pp.753-754.Google Search
6 
Lee, H.-J., and Yu, S.-Y., “Cyclic Response of Exterior Beam-Column Joints with Different Anchorage Methods” ACI Structural Journal, Vol.106, No.3, 2009, pp.329-339.Google Search
7 
Choi, H.-K., Yoo, C.-H., Choi, Y.-C., and Choi, C.-S., “Structural Capacity Evaluation of Hybrid Precast Concrete Beam-Column Connections Subjected to Cyclic Loading”, Journal of the Korea Concrete Institute, Vol.22, No.3, 2010, pp.325-333.DOI
8 
Choi, C.-S., Kim, S.-H., Choi, Y.-C., and Choi, H.-K., “Analytical Study on Hybrid Precast Concrete Beam-Col-umn Connections”, Journal of the Korea Concrete Institute, Vol.25, No.6, 2013, pp.631-639DOI
9 
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.Google Search
10 
Paulay, T., and Priestley, M., “Seismic Design of Reinforced Concrete and Masonary Buildings”, New York: John Wiley & Sons, 1992, 300pp.DOI
11 
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.Google Search
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.DOI
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.Google Search