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Journal of the Korea Concrete Institute

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

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  3. 2024-04 (Vol.28 No.2)
  4. 10.11112/jksmi.2024.28.2.43
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References

1 
Architectural Institute of Korea. (2019), Seismic Building Design Code and Commentary(Korea Building Code, KDS 41 17 00:2019), 23-112.URL
2 
KALIS (2021), Guidelines for Seismic Performance of Existing Buildings, Korea Authority of Land & Infrastructure Safety, JinJu, 1-138.DOI
3 
KALIS (2022), Guidelines for Seismic Retrofit of Existing Buildings, Korea Authority of Land & Infrastructure Safety, JinJu, 9-70.URL
4 
Cho, S. M., Choi, S. M., Kwon, K. H., and Lee, S. C. (2004), An Experimental Study on Seismic Capacity Improvement of Masonry Buildings by Glass Fiber Reinforced Methods, Journal of the Korean Society of Hazard Mitigation , 4(2), 47-52 (in Korean).URL
5 
Kim, T. W., Min, C. G., and Lee, H. M.(2011), Seismic Performance Evaluation of Unreinforced Masonry Buildings by using a Three-Step Procedure, Journal of the Korean Society of Hazard Mitigation , 4(2), 47-52 (in Korean).DOI
6 
Kwon, K. H., Min, M. H., and Kim, H. J. (2013), Seismic Performance Assessment of Unreinforced Masonry Buildings using Incremental Dynamic Analysis, Journal of the Korea Institute for Structural Maintenance and Inspection, 17(3), 28-39 (in Korean).URL
7 
Seol,Y. J., and Park, J. H. (2020), Seismic Performance Evaluation of Unreinforced Masonry Buildings Retrofitted by Strengthening External Walls, Journal of the Korean Society of Hazard Mitigation , 24(2), 77-86 (in Korean).DOI
8 
KALIS (2011), Guidelines for Seismic Performance of Existing Buildings, Korea Authority of Land & Infrastructure Safety, JinJu, 111-115.URL