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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

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  3. 2014-04 (Vol.26 No.2)
  4. 10.4334/JKCI.2014.26.2.125
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1.Park, H. G., Hong, S. G., Lee, B. H., and Yu, S. Y., “Precast Concrete Beam-Column Connection Subject to Seismic Load,” KCI Concrete Magazine, Vol. 16, No. 5, 2004, pp. 10-15.Google Search
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2.Kim, K. R. and Park, H. G., “Performance of Precast Concrete Beam-Column Connections Subjected to Cyclic Loading,” Proceedings of the Korea Concrete Institute, Vol. 16 No. 2, 2004, pp. 619-622.Google Search
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3.Nakaki, S. D., Englekirk, R. E., and Plaehn, J. L., “Ductile Connectors for a Precast Concrete Frame,” PCI Journal, Vol. 39, No. 5, 1994, pp. 46-59.Google Search
4 
4.Englekirk, R. E., “Development and Testing of a Ductile Connector for Assembling Precast Concrete Beams and Columns,” PCI Journal, Vol. 40, No. 2, 1995. pp. 36-43.Google Search
5 
5.Englekirk, R. E., “Concepts for the Development of Earthquake Resistant Ductile Frames of Precast Concrete,” PCI Journal, Vol. 32, No. 1, 1987, pp. 30-48.Google Search
6 
6.Cheok, G. S. and Lew, H. S., “Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading,” PCI Journal, Vol. 38, No. 4, 1993, pp. 80-92.Google Search
7 
7.Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Korea, 2012, 600 pp.Google Search
8 
8.Englekirk, R. E., Seismic Design of Reinforced and Precast Concrete Buildings, John Wiley & Sons, Inc., 2003, pp. 218-245.Google Search
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