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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. 2015-12 (Vol.27 No.6)
  4. 10.4334/JKCI.2015.27.6.625
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1 
1.Oh, S. H., Ryu, H. S., and Kim, Y. J., “Structural Behavior of Beam-to-Column Connections with Elasto-Plastic Hysteretic Dampers”, Journal of EESK, 2005, pp.552-559.Google Search
2 
2.Oh, S. H., and Kim, Y. J., “Hysteretic Behavior of Beam- to-Column Connections with Slit Plate Dampers”, Journal of AIK, Vol.21, No.12, 2005, pp.101-108.Google Search
3 
3.Lee, H. H., “Yield Strength Evaluation of Slit Shaped Metallic Damper”, Proceedings of the Korea Concrete Institute, Vol.22, No.2, 2010, pp.239-240.Google Search
4 
4.Choi, K. S., Kim, H. R., Kim, J. H., and You, Y. C., “Hysteretic Behavior of Steel Slit Damper with Different Aspect Ratio”, Proceedings of the Korea Concrete Institute, Vol.23, No.2, 2011, pp.17-18.Google Search
5 
5.Lee, H. H., and Kim, S. I., “Hysteretic Behaviors of Metallic Dampers with the Various Slit Shape”, Journal of KSMI, Vol.15, No.5, 2011, pp.199-208.DOI
6 
6.Lee, H. H., “Displacement and Velocity Dependence of Clamped Shape Metallic Dampers”, Journal of KSMI, Vol.17, No.2, 2013, pp.62-70.DOI
7 
7.Beak, E. L., Oh, S. H., and Lee, S. H., “Seismic performance of an Existing Low-Rise Reinforced Concrete Piloti Building Retrofitted by Steel Rod Damper”, EESK J Earthquake Eng, Vol.18, No.5, 2014, pp.241-251.DOI
8 
8.KBC, Korean Building and Commentary, Architectural Institute of Korea, 2009.Google Search
9 
9.ACI Committee 374, “Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary”, ACI 374.1-05.Google Search