JKSMI
Journal of the Korea Institute for
Structural Maintenance and Inspection
KSMI
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ISSN : 2234-6937 (Print)
ISSN : 2287-6979 (Online)
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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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2023-02
(Vol.27 No.1)
10.11112/jksmi.2023.27.1.37
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REF
References
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ACI 374.2R-13. (2013), Guide for testing reinforced concrete structural elements under slowly applied simulated seismic load, ACI Committee 374, American concrete Institute.
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ACI 544.4R-88. (2017), Design considerations for steel fiber reinforced concrete, ACI Committee 544, American Concrete Institute.
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ASCE 41-17. (2017), Seismic evaluation and retrofit rehabilitation of existing buildings. Proceedings of the SEAOC.
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Chung, J. H., Son, D. H., Kim, S. Y., Bae, B. I., and Choi, C. S. (2020), Hysteretic Behavior of Reinforced Concrete Coupling Beams According to Volume Fraction of Steel Fiber, Sustainability, 13(1), 182.
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Zhao, J., Li, K., Shen, F., Zhang, X., and Si, C. (2018), An analytical approach to predict shear capacity of steel fiber reinforced concrete coupling beams with small span-depth ratio, Engineering Structures, 171, 348-361.
10
Kim, C. G., Park, H. G., Hong, G. H., and Kang, S. M. (2015), Evaluation on Shear Contribution of Steel Fiber Reinforced Concrete in Place of Minimum Shear Reinforcement, Journal of the Korea Concrete Institute, 27(6), 603-613. (in Korean).
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KS F 2405. (2014), Standard test method for compressive strength of concrete, Korean Agency for Technology and Standards, 1-16. (in Korean).
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KS F 2408. (2016), Method of test for flexural strength of concrete, Korean Agency for Technology and Standards, 1-16. (in Korean).
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Kim, K. H. (2021), Shear strength Evaluation According to Steel Fiber Volume Fraction of Reinforced COncrete Conventional Coupling Beams, Master’s thesis, Hanyang university. (in Korean).