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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2014-12
(Vol.26 No.6)
10.4334/JKCI.2014.26.6.695
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REF
1
1.Pillai, S.U. and Kirk. D.W., “Ductile Beam-Column Connection in Precast Concrete”, ACI Structural Journal, Vol. 78, No. 6, November-December 1981, pp. 480-487.
2
2.Bhatt, P. and Kirk, D. W., “Test on an Improved Beam Column Connection for Precast Concrete”, ACI Structural Journal, Vol. 82, No. 6, November-December 1985, pp 834-843.
3
3.Khaloo, A.R. and Parastesh, H., “Cyclic Loading of Ductile Precast Concrete Beam-Column Connection”, ACI Structural Journal, Vol. 100, No. 3, May-June 2003, pp. 291-296.
4
4.Khaloo, A.R. and Parastesh, H., “Cyclic Loading Response of Simple Moment-Resisting Precast Concrete Beam-Column Connection”, ACI Structural Journal, Vol. 100, No. 4, July-August 2003, pp. 440-445.
5
5.Song, H.S. and Yu, S.Y., “Analysis on the Behaviors of Precast Concrete Beam-Column Connections Subject to Cyclic Loading”, Journal of the Korea Concrete Institute, Vol. 18, No. 4, August 2006, pp. 497-506.
6
6.Song, H.S. and Yu, S.Y., “Evaluation on the Behaviors of Precast Concrete Beam-Column Connections for Apartments”, Jornal of the Korea Concrete Institute, Vol. 18, No. 5, October 2006, pp. 657-666.
7
7.Englekirk, R.E., “Development and Testing of a Ductile Connector for Assembling Precast Concrete Beams and Columns”, PCI Journal, Vol. 39, No. 2, March-April 1995, pp. 36-51.
8
8.Englekirk, R.E., “Design-Construction of the Paramount A 39-Story Precast Concrete Apartment Building”, PCI Journal, Vol. 46, No. 4, 1995, pp. 56-71.
9
9.Englekirk, R.E., “Seismic Design of Reinforced and Precast Concrete Buildings”, John Wiley and Sons, 2003, pp. 296-345.
10
10.ACI 318-08, Building Code Requirements for Structural Concrete and Commentary, ACI Committee 318, American Concrete Institute, 2008, pp. 203-367.
11
11.Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, Korea, 2008, pp. 406.
12
12.ACI Committee 374, Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary, ACI 374.1-05, American Concrete Institute, 2005, pp. 1-9.