JKSMI
Journal of the Korea Institute for
Structural Maintenance and Inspection
KSMI
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ISSN : 2234-6937 (Print)
ISSN : 2287-6979 (Online)
http://journal.auric.kr/jksmi/
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Journal of the Korea Concrete Institute
J Korea Inst. Struct. Maint. Insp.
Indexed by
Korea Citation Index (KCI)
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2023-02
(Vol.27 No.1)
10.11112/jksmi.2023.27.1.46
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References
1
Metha, P. K., and Monteiro, P. M. (2009), Concrete-Structure, properties, and materials, 2nd edition, prentice Hall, New-Jersey, 113-171.
2
Yoon, Y. S., Kim, T. H., Kwon, S. J. (2020). Evaluation of Chloride Diffusion Behavior and Analysis of Probabilistic Service Life in Long Term Aged GGBFS Concrete. Journal of the Korea Institute for Structural Maintenance and Inspection, 24(3), 47-56. (in Korean).
3
Yoon, Y. S., Ryu, H. S., Lim, H. S., Koh, K. T., Kim, J. S., and Kwon, S. J. (2018), Effect of grout conditions and tendon location on corrosion pattern in PS tendon in grout. Construction and Building Materials, 186, 1005-1015. (in Korean).
4
Park, J. S., Park, K. T., Park, H. B., and Kim, B. C. (2018). Concrete Repair and Rehabilitation Code and Post-reinforcement Evaluation Technology. Magazine of the Korea Concrete Institute, 30(4), 21-26. (in Korean).
5
Li, V. C., Wang, S., and Wu, C. (2001). Tensile strain-hardening behavior of polyvinyl alcohol engineered cementitious composite (PVA-ECC). ACI Materials Journal, 98(6), 483-492.
6
Kim, Y. Y., Fischer, G., Lim, Y. M., and Li, V. C. (2004). Mechanical performance of sprayed engineered cementitious composite using wet-mix shotcreting process for repair applications. ACI Materials Journal, 101(1), 42-49.
7
Choi, J. I., Lee, B. Y., and Kim, Y. Y. (2020). Material Strength and Deformation Performance of Highly Ductile High-Strength Cement Composite. Journal of the Korea Institute for Structural Maintenance and Inspection, 24(1), 51-58. (in Korean).
8
Kwon, K. S., Bang, J. W., and Kim, Y. Y. (2018). Flexural Performance of Multi-layered Fiber-reinforced Cement Composites with Diverse Interface Shape. Journal of the Korea Concrete Institute, 30(4), 429-435. (in Korean).
9
Cho, C. G., Kim, Y. Y., Feo, L., and Hui, D. (2012). Cyclic responses of reinforced concrete composite columns strengthened in the plastic hinge region by HPFRC mortar. Composite Structures, 94(7), 2246-2253.
10
Hyun, J. H., Bang, J. W., Lee, B. Y., and Kim, Y. Y. (2021). Effects of the Replacement Length of Concrete with ECC on the Cyclic Behavior of Reinforced Concrete Columns. Materials, 14(13), 3542.
11
Qian, S., Lepech, M. D., Kim, Y. Y., and Li, V. C. (2009). Introduction of Transition Zone Design for Bridge Deck Link Slabs Using Ductile Concrete. ACI Structural Journal, 106(1).
12
Prabhu, G. G., Sundarraja, M. C., and Kim, Y. Y. (2015). Compressive behavior of circular CFST columns externally reinforced using CFRP composites. Thin-Walled Structures, 87, 139-148.
13
Kim, Y. Y., Lee, B. Y., Bang, J. W., Han, B. C., Feo, L., & Cho, C. G. (2014). Flexural performance of reinforced concrete beams strengthened with strain-hardening cementitious composite and high strength reinforcing steel bar. Composites Part B: Engineering, 56, 512-519.
