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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. 2024-04 (Vol.36 No.2)
  4. 10.4334/JKCI.2024.36.2.145
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References

1 
ACI Committee 318 (2019) Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary. Farmington Hills, MI: American Concrete Institute (ACI).URL
2 
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
3 
ACI Committee 374 (2013) Guide for Testing Reinforced Concrete Structural Elements under Slowly Applied Simulated Seismic Loads (ACI 374.2R-13). Farmington Hills, MI: American Concrete Institute (ACI).URL
4 
ACI Committee 374 (2016) Guide to Nonlinear Modeling Parameters for Earthquake-Resistant Structures (ACI 374.3R- 16). Farmington Hills, MI: American Concrete Institute (ACI).URL
5 
ASCE (2016) Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41-16). Reston, VA: American Society of Civil Engineers (ASCE).URL
6 
Jang, B., Kim, J., Choi, S., Kim, K., Hwnag, J., and Choi, S. (2021) Structural Behavior of Precast Wide Girder-Column Joints under Lateral Cyclic Loading. Journal of the Korea Concrete Institute 33(3) 289-297. (In Korean)DOI
7 
KCI (2016a) Precast Concrete Design (KDS 14 20 62). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MO LIT), Korea Concrete Institute (KCI). 18 (In Korean)URL
8 
KCI (2016b, 2023) Earthquake Resistant Design for Concrete Structures (KDS 14 20 80). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). 18 (In Korean)URL
9 
KCI (2016c) Details of Reinforcement for Concrete Structures (KDS 14 20 50). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). 18 (In Korean)URL
10 
KCI (2017) KCI Model Code 2017. Seoul, Korea: Kimoondang Publishing Company. Korea Concrete Institute (KCI). 637. (In Korean)URL
11 
KCI (2021) A Study on the Precast Concrete Frames for Warehouse (KCI-R-21-006). Seoul, Korea: Korea Concrete Institute (KCI). 18 (In Korean)URL
12 
Kim, S. H., Cho, Jong, Oh, H.-K, Choi, S. D., Yeo, U. Y., and Lee, D. H. (2023) Seismic Performance Evaluation of Dry Precast Concrete Beam-Column Connections With Intermediate Moment Frame Details. Journal of the Earthquake Engineering Society of Korea 27(3), 129-137. (In Korean)DOI
13 
Lee, J.-Y., and Kim, K.-H. (2023) Structural Design of Precast Concrete Moment Resisting Frames. Magazine of the Korea Concrete Institute 35(2), 50-55. (In Korean)URL
14 
Lee, S.-J., Eom, T.-S., Kang, S.-M., Kim, D.-J., and Kim, S.-I. (2020) Behavior of Midspan Splice Joints with Groove for Precast Concrete Beams. Journal of the Korea Concrete Institute 32(6). 565-574. (in Korean)DOI
15 
Lee, S.-J., Hong, S.-G., and Lim, W.-Y. (2014) Seismic Performance of Precast Concrete Beam-Column Connections Using Ductile Rod. Journal of the Korea Concrete Institute 26(6), 695-705. (In Korean)DOI
16 
Lim, S., Kim, S., Lee, W., Zhang, W., and Lee, D. (2022) Experimental and Analytical Study on Wide Beam-column Connection. Proceeding of the Architecture Institute of Korea 42(3), 1332-1333. (In Korean)URL
17 
Lim, W.-Y., and Hong, S.-G. (2015) Seismic Performance of PC Moment Frame with Plastic Shear Hinge. Journal of the Korea Concrete Institute 27(4), 353-362. (In Korean)DOI
18 
Oh, Y.-H., Moon, J.-H., Park, Y.-B., and Shin, S.-H. (2022) Cyclic Behavior of a Moment-Resisting Frame Consisting of PC Hollow-Core Wide Girders and Columns. Journal of the Korea Concrete Institute 34(5), 547-555. (In Korean)DOI