JKCI
Journal of
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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2014-04
(Vol.26 No.2)
10.4334/JKCI.2014.26.2.125
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REF
1
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.
2
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.
3
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.
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.
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.
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.
7
7.Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Korea, 2012, 600 pp.
8
8.Englekirk, R. E., Seismic Design of Reinforced and Precast Concrete Buildings, John Wiley & Sons, Inc., 2003, pp. 218-245.
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