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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2023-08 (Vol.35 No.4)
  4. 10.4334/JKCI.2023.35.4.443
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References

1 
Abdullah, S. A., and Wallace, J. W. (2021) Drift Capacity at Axial Failure of RC Structural Walls and Wall Piers. Journal of Structural Engineering 147(6), 04021062.DOI
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ACI Committee 318 (2019) Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19). Farmington Hills, MI: American Concrete Institute (ACI).URL
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ACI Committee 374 (2005) Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05). Farmington Hills, MI: American Concrete Institute (ACI)URL
4 
ACI Innovation Task Group 5 (2019) Acceptance Criteria for Special Unbonded Post-Tensioned Precast Structural Walls Based on Validation Testing (ACI 550.6-19). Farmington Hills, MI: American Concrete Institute (ACI).URL
5 
Chang, K.-K., Oh, Y.-H., and Kim, K.-H. (2004) Behavior of Three Story Bearing Wall Structure under Lateral Load Reversals. Journal oh the Korea Concrete Institute 16(5), 627- 634. (In Korean)URL
6 
Duffey, T. A., Goldman, A., and Farrar, C. R. (1993) Shear Wall Ultimate Drift Limits (NUREG/CR-6104, LA-12649-MS). Washington, D.C.: Nuclear Regulatory Commission (NRC).URL
7 
Eom, T. S., Park, E. J., and Lee, S. J. (2019) Shear Behavior of Reinforced Concrete Structural Walls Subjected to Eccentric Axial Compression. Journal of the Korean Concrete Institute 31(1), 11-20. (In Korean)DOI
8 
Ha, S.-S., Oh, Y.-H., Choi, C.-S., and Lee, L.-H. (2002) Confinement Range of Transverse Reinforcements for T-shaped Reinforced Concrete Walls. Journal oh the Korea Concrete Institute 14(6), 1001-1009. (In Korean)URL
9 
Han, S.-W., Oh, Y.-H., and Lee, L.-H. (2001) Investigation on Response Modification Factor of RC Structural Walls in Apartment Buildings. Journal oh the Korea Concrete Institute 13(6), 544-552. (In Korean)DOI
10 
Kang, S.-M., and Park, H.-G. (2003) Moment-Curvature Relationship of Structural Walls with Confined Boundary Element. Journal oh the Korea Concrete Institute 15(2), 323-332. (In Korean)DOI
11 
KATS (2017a) Standard Test Method for Compressive Strength of Concrete (KS F 2405). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)URL
12 
KATS (2017b) Test Pieces for Tensile Test for Metallic Materials (KS B 0801). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)URL
13 
KCI (2019) Guideline for Structural Design and Construction of LH Precast Concrete Public Building (KCI-R-19-012). Korea Concrete Institute (KCI). (In Korean)URL
14 
KCI (2021a) Concrete Structure Flexure and Compression Design Code (KDS 14 20 20). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). (In Korean)URL
15 
KCI (2021b) Shear and Torsion (KDS 14 20 22). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). (In Korean)URL
16 
KCI (2021c) Seismic Design Standard for Concrete Structures (KDS 14 20 80). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). (In Korean)URL
17 
KCI Committee 108 (2022) Structural Design of Precast Concrete Buildings (KCI PM 108.1-22). Seoul, Korea: Kimoondang Publishing Company, Korea Concrete Institute (KCI). (In Korean)URL
18 
MOLIT (2019) Seismic Design Standard for Buildings (KDS 41 17 00). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)URL
19 
Park, R. (1989) Evaluation of Ductility of Structures and Structural Assemblages from Laboratory Test. Bulletin of the New Zealand National Society for Earthquake Engineering (NZS EE) 22(3), 155-166.DOI
20 
Seo, S.-Y., Li, L.-H., and Hawkins, N. M. (1998) The Limiting Drift and Energy Dissipation Ratio for Shear Walls Based on Structural Testing. Journal of the Korea Concrete Institute 10(6), 335-344.URL
21 
Seo, S.-Y., Oh, T.-G., Kim, K.-T., and Yoon, S.-J. (2010) Hysteretic Behavior of R/C Shear Wall with Various Lateral Reinforcements in Boundary Columns for Cyclic Lateral Load. Journal oh the Korea Concrete Institute 22(3), 357-366. (In Korean)URL
22 
Song, J.-W., Chun, Y.-S., Song, J.-K., and Yang, K.-H. (2018) Seismic Performance of Special Shear Wall with Special Boundary Element Confined by Overlapping Hoops. Journal oh the Korea Concrete Institute 30(1), 47-58. (In Korean)URL
23 
Song, J.-W., Chun, Y.-S., Song, J.-K., Seo, S.-Y., and Yang, K.-H. (2016) Seismic Performance of Coupled Shear Wall Structural System with Relaxed Reinforcement Details. Journal oh the Korea Concrete Institute 28(2), 187-196. (In Korean)DOI