Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)

References

1 
ACI Committee 318 (2011), Building Code Requirements for Sturcture Concrete (ACI 318-11) and Commentary, American Concrete Institute, USA.URL
2 
ACI Committee 318 (2019), Building Code Requirements for Sturcture Concrete (ACI 318-19) and Commentary, American Concrete Institute, USA.URL
3 
Jang, D. Y., Jeong, J. W., Lee, K. S., and Kim, S. H. (2023), Development Strengths of High Strength Headed Bars of RC and SFRC Exterior Beam-Column Joint, Journal of the Korea Institute for Structural Maintenance and Inspection, 27(6), 94-101 (in Korean).DOI
4 
Kim, Y. R., Lee, C. Y., and Kim, S. H. (2019), Shear Strength of SFRC Deep Beam with High Strength Headed Reinforcing Tensile Bars, Journal of the Korea Institute for Structural Maintenance and Inspection, 23(5), 111-117 (in Korean).DOI
5 
Korea Concrete Institute (2020), Detailed Manual for Rebar Anchorage and Splicing. Seoul, Korea (in Korean).URL
6 
Korea Construction Standards Center (2021), Korea Design Standard KDS 14 20 20. Seoul, Korea (in Korean).URL
7 
Korea Construction Standards Center (2021), Korea Design Standard KDS 14 20 22. Seoul, Korea (in Korean).URL
8 
Korea Construction Standards Center (2021), Korea Design Standard KDS 14 20 24. Seoul, Korea (in Korean).URL
9 
Korea Construction Standards Center (2021), Korea Design Standard KDS 14 20 52. Seoul, Korea (in Korean).URL
10 
KS B 0802 (2018), Method of tensile Test for Metallic Materials, Korean Agency for Technology and Standards (in Korean).URL
11 
KS F 2403 (2019), Standard Test Method for Making and Curing Concrete Specimens, Korean Agency for Technology and Standards (in Korean).URL
12 
KS F 2405 (2017), Standard Test Method for Compressive Strength of Concrete, Korean Agency for Technology and Standards (in Korean).URL
13 
Lee, C. Y., and Kim, S. H. (2020), Anchorage Strength of High Strength Headed Bar Embedded Vertically on SFRC Members, Journal of the Korea Institute for Structural Maintenance and Inspection, 24(1), 148-156 (in Korean).DOI
14 
Shao, Y., Darwin, D., O’Reilly, M., Lequesne, R. D., Ghimire, K., and Hano, M. (2016), Anchorage of Conven-tional and High-Strength Headed Reinforcing Bars, SM Report No. 117, University of Kansas Center for Research, Lawrence, KS, Aug., pp. 234.URL
15 
Sim, H. J., and Chun, S. C. (2018), A Reevaluation of Anchorage Strength of Headed Bars in Exterior Beam-Column Joints, Journal of the Korea Concrete Institute, 30(2), 207-216 (in Korean).DOI
16 
Thompson, M. K., Ledesma, A., Jirsa, J. O., and Breen, J. E. (2006), Lap Splices Anchored by Headed Bars, ACI Structural Journal, 103(2), 271-279.URL
17 
Thompson, M. K., Ziehl, M. J., Jirsa, J. O., and Breen, J. E. (2005), CCT Nodes Anchored by Headed Bars- part 1, ACI Structural Journal, 102(6), 808-815.URL
18 
Thompson, M. K., Jirsa, J. O., and Breen, J. E. (2006), CCT Nodes Anchored by Headed Bars-part 2: Capacity of Nodes, ACI Structural Journal, 103(1), 65-73.URL