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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. 2017-10 (Vol.29 No.5)
  4. 10.4334/JKCI.2017.29.5.515
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1 
ACI Committee 374 (2005) Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary. ACI 374.1-05, American Concrete Institute, 1-9.Google Search
2 
ACI-ASCE Committee 352 (2002) Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures ACI Committee 352. American Concrete Institute, 1-37.Google Search
3 
Englekirk, R. E. (1995) Development and Testing of a Ductile Connector for Assembling Precast Concrete Beams and Columns. PCI Journal 39(2), 36-51.DOI
4 
Hwang, J., Lee, D., Oh, J., Choi, S., Kim, K., and Seo, S. (2016) Seismic performances of centrifugally-formed hollow-core precast columns with multi-interlocking spirals. Steel and Composite Structures 20(6), 1259-1274.DOI
5 
Im, H., Park, H., and Eom, T. (2013) Cyclic loading test for reinforced concrete emulated beam-column connection of precast concrete moment frame. ACI Structural Journal, 110(1) 115-126.Google Search
6 
Im, H., Park, H., Eom, T., and Kang, S. (2010) Earthquake Resistance of Beam-Column Connection of Precast Concrete U-Shaped Shell Construction. Journal of the Korea Concrete Institute 22(6), 741-751. (In Korean)DOI
7 
Khaloo, A. R. and Parastesh, H. (2003a) Cyclic loading of ductile precast concrete beam-column connection. ACI Structural Journal 100(3), 291-296.Google Search
8 
Khaloo, A. R. and Parastesh, H. (2003b) Cyclic Loading Response of Simple Moment-Resisting Precast Concrete Beam-Column Connection. ACI Structural Journal 100(4), 440-445.Google Search
9 
Korea Concrete Institute (2012) Concrete Design Code and Commentary. Kimoondang Publishing Company, Seoul, Korea, 419-422. (In Korean)Google Search
10 
Lee, D., Lee, J., Oh, T., and Kang, T. H. (2014a) Seismic experiment of precast concrete exterior beam-column joint using bolt type connection and prestressing method. Journal of the Korea Concrete Institute 26(2), 125-133. (In Korean)DOI
11 
Lee, S., Hong, S., and Lim, W. (2014b) Seismic performance of precast concrete beam-column. Journal of the Korea Concrete Institute 26(6), 695-705. (In Korean)DOI
12 
Lee, S., Seo, S., and Kim, K. (2015) Compressive strength of hollow-precast concrete composite column under uniaxial and eccentric axial load. Journal of Architectural Institute of Korea 32(2), 3-11. (In Korean)DOI
13 
Lee, S., Seo, S., Peiwenlong., and Kim, K. (2014c) Compressive behavior of precast concrete column with hollow corresponding to hollow ratio. Journal of the Korea Concrete Institute 26(4), 441-448. (In Korean)DOI
14 
Mast, R. F. (1992) A precast concrete frame system for seismic zone four. PCI Journal 37(1), 50-64.DOI
15 
Priestley, M. J. N. and Macrae, G. A. (1996) Seismic tests of precast beam-to-column joint subassemblages with unbonded tendons. PCI Journal 41(1), 64-81.DOI
16 
Seo, S., Nam, B., and Kim, S. (2016) Tensile strength of the grout-filled head-splice-sleeve. Construction and building materials 124, 155-166.DOI
17 
Seo, S., Yoon, S., and Lee, W. (2008) Evaluation of structural performance the hollow pc column joint subjected to cyclic lateral load. Journal Korea Concrete Institute 20(3), 335-343. (In Korean)DOI
18 
Song, H. and Yu, S. (2006) Analysis on the Behaviors of Precast Concrete Beam-Column Connections Subject to Cyclic Loading. Journal of the Korea Concrete Institute 18(4), 497-506. (In Korean)DOI