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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. 2023-12 (Vol.35 No.6)
  4. 10.4334/JKCI.2023.35.6.635
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References

1 
ACI Committee 318 (2019) Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318 R-19). Farmington Hills, MI: American Concrete Institute (ACI).URL
2 
ACI Committee 355 (2019) Qualification of Post-Installed Mechanical Anchors in Concrete (ACI 355.2-19) and Commentary. Farmington Hills, MI: American Concrete Institute (ACI). 92.URL
3 
EOTA (2013) Guideline for European Technical Approval of Metal Anchors for Use in Concrete - Annex C: Design Methods for Anchorages (ETAG 001 Annex C). Brussels, Belgium: European Organization for Technical Approvals (EOTA).URL
4 
Hur, M. W., Chae, K. H., An, Y. S., and Park, T. W. (2021) Performance Evaluation of Post-installed Anchor according to Sleeve Length and Header Length. Journal of the Korea Institute for Structural Maintenance and Inspection 25(2), 8-15. (In Korean)DOI
5 
KCI (2010) Anchor Design Method and Examples for Concrete (KCI PM 104.1-20). Seoul, Korea: Korea Concrete Institute (KCI). 103-189. (In Korean)URL
6 
KCI (2021) Anchor Design Code for Concrete (KDS 14 20 54). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). (In Korean)URL
7 
Kim, J. G., Chun, S. C., and An, Y. S. (2022) Pullout Tests Anchors for Seismic Design in Cracked Concrete. Journal of the Korea Concrete Institute 34(1), 43-50. (In Korean)URL
8 
Kim, J. G., Sim, H. J., Chun, S. C., and An, Y. S. (2023) Reliability Evaluation of Stainless Steel Post-Installed Expansion Anchor for Seismic Design Installed on Cracked Concrete. Journal of the Korea Concrete Institute 35(4), 433-441. (In Korean)URL
9 
Kim, S. R. (2017) Cracking and Collapsing... Pohang of Earthquake Damage Photos on SNS. The JoongAng Ilbo Co., Ltd. https://www.joongang.co.kr/article/22117694 Accessed 15 November 2017URL
10 
Yun, S. Y., and Park, J. H. (2015) An Experimental Study on the Tension Behavior of Post-installed Anchors for Seismic Retrofit. Journal of the Architectural Institute of Korea Structure & Construction 31(3), 27-36. (In Korean)DOI