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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. 2026-08 (Vol.30 No.4)
  4. 10.11112/jksmi.2026.30.4.135
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References

1 
Atalay, H. M., Ozden, S. (2021), Cyclic Behavior of Beam-Column Connections in Precast Structures, Frontiers in Built Environment, 7, 639778DOI
2 
Pantelides, C. P., Hansen, J., Ameli, M. J., Reaveley, L. D. (2017), Seismic Performance of Reinforced Concrete Building Exterior Joints with Substandard Details, Journal of Structural Integrity and Maintenance, 2(1), 1-11.DOI
3 
Korean Agency for Technology and Standards (2023), KS B 0802: Method of tensile test for metallic materials, Korean Standards Association, Seoul, Korea (in Korean)Google Search
4 
Balineni, H., Jagarapu, D. C. K., Eluru, A. (2020), Analysis of Dry and Wet Connections in Precast Beam-Column Joint Using ABAQUS Software, Materials Today: Proceedings, 33(5), 287-295.DOI
5 
Son, D.-H., Bae, B.-I., Lee, J., Choi, C.-S. (2024), Shear Strength of Steel Fiber Reinforced Concrete Exterior Beam-Column Joints with Various Anchorage Details under Cyclic Loading, Structures, 61, 105940DOI
6 
Oinam, R. M., Kumar, P. C. A., Sahoo, D. R. (2019), Cyclic performance of steel fiber-reinforced concrete exterior beam-column joints, Earthquakes and Structures, 16(5), 533-546.DOI
7 
Song, B., Du, D., Li, W., Wang, S., Wang, Y., Feng, D. (2020), Analytical Investigation of the Differences between Cast-In-Situ and Precast Beam-Column Connections under Seismic Actions, Applied Sciences, 10(22), 8280DOI
8 
Hwang, S. J., Lee, H. J. (2002), Strength prediction for discontinuity regions by softened strut-and-tie model, Journal of Structural Engineering, ASCE, 128(12), 1519-1526.DOI
9 
Tang, J., Hu, C., Yang, K., Yan, Y. (1992), Seismic Behavior and Shear Strength of Framed Joint Using Steel-Fiber Reinforced Concrete, Journal of Structural Engineering, ASCE, 118(2), 341-358.DOI
10 
Korea Construction Standards Center (2021), KDS 14 20 80: Concrete Seismic Design Code, Korea Construction Standards Center, Korea (in Korean)Google Search
11 
ACI Committee 318 (2025), Building Code Requirements for Structural Concrete (ACI 318-25) and Commentary (ACI 318R-25), 700, Farmington Hills, MI: American Concrete Institute pp.Google Search
12 
ACI Committee 374 (2005), Acceptance Criteria for Moment Frames Based on Structural Testing (ACI 374.1-05) and Commentary, 9, Farmington Hills, MI: American Concrete Institute pp.Google Search
13 
Park, R. (1989), Evaluation of Ductility of Structures and Structural Assemblages from Laboratory Testing, Bulletin of the New Zealand Society for Earthquake Engineering, 22(3), 155-166.DOI
14 
ACI Committee 352 (2002), Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures (ACI 352R-02), Farmington Hills, MI, USA: American Concrete InstituteGoogle Search
15 
CEN (2024), prEN 1998-1-2:2024, Eurocode 8 - Design of Structures for Earthquake Resistance - Part 1-2: Buildings, European Committee for Standardization, Brussels, BelgiumGoogle Search
16 
Standards New Zealand (2006), NZS 3101:2006 Concrete Structures Standard, Standards New Zealand, Wellington, New ZealandGoogle Search