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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. 2025-08 (Vol.37 No.4)
  4. 10.4334/JKCI.2025.37.4.473
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References

1 
ACI Committee 318 (2019) Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary. Farmington Hills, Michigan, USA: American Concrete Institute.URL
2 
ASTM (1997) Standard Test Methods for Flexural Toughness and First Crack Strength of Fibre Reinforced Concrete (ASTM C1018-97). Pennsylvania, USA: ASTM International.URL
3 
CEB-FIP (2013) fib Model Code for Concrete Structures 2010 (fib 2010). Lausanne, Switzerland; International Federation for Structural Concrete (fib), Comite Euro-International du Beton (CEB).URL
4 
Choi, C. S., Kim, S. H., Choi, Y. C., and Choi, H. K (2013) Analytical Study on Hybrid Precast Concrete Beam-column Connection. Journal of the Korea Concrete Institute 25(6), 631-639. (In Korean)DOI
5 
Ha, G. J., and Yi, D. R (2012) Improvement and Evaluation of Seismic Performance of Flat Plate Slab-column Joint Using High Ductile Fiber-reinforced Mortar. Journal of the Korea Concrete Institute 24(3), 341-349. (In Korean)DOI
6 
Jang, I. D., Son, D. S., Kim, W. J., Park, W. J., and Yi, C. K (2020) Effects of Spray-dried Co-cultured Bacteria on Cement Mortar. Construction and Building Materials 243(3).DOI
7 
KATS (2022) Test Method for Compressive Strength of Concrete (KS F 2405). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korean Standards Association (KSA). (In Korean)URL
8 
KCI (2021a) Constant Water Head Permeability Test Method for the Evaluation of Self-Healing Performance of Mortar (KCI-CT114). Seoul, Korea; Korea Concrete Institute (KCI). (In Korean)URL
9 
KCI (2021b) Design Standard of Reinforced Concrete (KDS 14 20 00: 2021). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). (In Korean)URL
10 
Ko, W. Y., Lee, H. J., Kim, Y. J., and Choi, M. S (2023) Development and Performance Evaluation of New Prefab Deck Structural System. Magazine of the Korea Concrete Institute 35(6), 70-76. (In Korean)URL
11 
Lee, H. J. (2023) Generalized Models for Assessing Toughness of Lightweight Aggregate Concrete Reinforced with Micro-Steel Fibers. Ph.D. Thesis. South Korea, Kyonggi University. (In Korean)URL
12 
Lee, H. J., Yang, K. H., Kim, H. Y., and Lee, Y. J (2023) Evaluation of Compressive Performance of Lightweight Aggregate Concrete Reinforced with Micro-steel Fibers. Architectural Institute of Korea 39(5), 181-187. (In Korean)DOI
13 
Lee, J. Y. (2024) Evaluation of Self-Healing Characteristics and Durability Performance of Crack-Healing Pellet-Mixed Mortar. Master’s Thesis. South Korea, Kyonggi University. (In Korean)URL
14 
Lee, J. Y., Yang, K. H., and Jung, K. T (2024) Evaluation of Crack-healing Performance in Mortars Containing Hybrid Inorganic and Bacterial Self-healing Pellets. Journal of the Korea Concrete Institute 36(5), 409-415. (In Korean)DOI
15 
Lim, D. K., and Choi, M. S (2021) Shrinkage and Crack Characteristics of Filling Materials undeR Restrain Stress in Prefabricated Structure Connection. Construction and Building Materials 309.DOI
16 
Yoon, H. S., Lee, J. Y., Yang, K. H., and Park, S. H. (2022) Evaluation of the Crack Healing Efficiency of Mortar Incorporating Self-healing pellets based on Cementitious Materials. Journal of the Architectural Institute of Korea 38(4), 207-215. (In Korean)DOI