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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. 2025-06 (Vol.37 No.3)
  4. 10.4334/JKCI.2025.37.3.355
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References

1 
Kang, I. S., and Hur M. W. (2012) Structural Behavior of Joints between the Hysteretic Steel Damper Connector and RC Wall Depending on Connection Details. Journal of the Korea Concrete Institute 24(6), 737-744. (In Korean)DOI
2 
KATS (2017) Test Pieces for Tensile Test for Metallic Materials (KS B 0801). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)URL
3 
KCI (2021) Earthquake Resistant Design for Concrete Structures (KDS 14 20 80). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). (In Korean)URL
4 
Kim, Y. S., Lee, J. H., and Kim, G. C. (2021) An Experimental Evaluation on Structural Performance of Lintel Type Slit Damper Combined with Steel-Cable. Journal of the Regional Association of Architectural Institute of Korea 23(2), 19-26. (In Korean)URL
5 
Lee, H. H. (2023) Displacement Dependency and Capacity Evaluation according to the Cross-Sectional Shape and Aspect Ratio of Steel Rod Dampers. Journal of the Korea Institute for Structural Maintenance and Inspection 27(5), 89-96. (In Korean)DOI
6 
Li, Y., Xu, J., Ma, J., and Yu, H. (2022) Seismic Behavior of Coupled Wall Structure with Steel and Viscous Damping Composite Coupling Beams. Journal of Building Engineering 52, 104510.DOI
7 
Lim, W. Y., and Hong, S. G. (2015) Seismic Performance of Steel Coupling Beam and RC Shear Wall under Lateral Cyclic Load. Journal of the Korea Concrete Institute 27(6), 591-602. (In Korean)DOI
8 
Qu, Z., Jib X., Shic, X., Wangd, Y., and Liue, H. (2020) Cyclic Loading Test of Steel Coupling Beams with Mid-span Friction Dampers and RC Slabs. Engineering Structures 203, 109876.DOI
9 
Roh, J. E., Ahn, K. W., Eom T. S., Jo, S. W., and Park, H. G. (2023) Seismic Performance of High-rise Apartment with Wall Pier-Spandrel System. Journal of the Korea Concrete Institute 36(3), 305-316. (In Korean)DOI