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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. 2021-06 (Vol.25 No.3)
  4. 10.11112/jksmi.2021.25.3.13
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References

1 
Kim, S. W. (2020), Seismic Performance Evaluation of Non-Seismic Reinforced Concrete Buildings Strengthened by Perimeter Steel Moment Frame, Journal of Earthquake Engineer Society of Korea, 24(5), 233-241.DOI
2 
Lee, B. G., Hwang, D. S., Choi, Y. C., Kim, Y. S., Lee, K. S. (2019), Seismic Capacity Evaluation of Full-Size Two-Story R/C Frame Strengthened with HSWF External Connection Method by Pseudo-Dynamic Test, Journal of the Korea Concrete Institute, 31(1), 89-97.DOI
3 
Jung, H. C., Jung, J. S., Lee, K. S. (2019), Seismic Performance Evaluation of Internal Steel Frame Connection Method for Seismic Strengthening by Cycling Load Test and Nonlinear Analysis, Journal of the Korea Concrete Institute, 31(1), 79-88.DOI
4 
Hur, M. W., Chae, K. H., An, Y. S., Park, T. W. (2019), An Performance Evaluation of Post-installed Anchor according to the Effective Embedment Length, Journal of the Korean Institute of Educational Facilities, 26(4), 19-25.DOI
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ACI Committee 355.2, (2011), Evaluating the Performance of Post- Installed Mechanical Anchors in ConcreteGoogle Search
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ACI Committee 318, (2019), Building Code Requirements For Structural Concrete and CommentaryGoogle Search
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ETAG, (1997), Guideline for European Technical Approval of Metal Anchors for Usein Con-CreteGoogle Search
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9 
John E., Breen, Eva-Maria, Eichinger, Wemer, Fuchs (2001), Connections between Steel and Concrete, Inter-national Symposium, 1, 31-42.Google Search
10 
ACI Committee ACI 349.2R-07(14), (2014), Guide to The Concrete Capacity Desging (CCD) Method-Embedment Design Examples, American Concrete Institute CommitteeGoogle Search