Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

Journal Search

  1. Home
  2. All Issues
  3. 2025-06 (Vol.37 No.3)
  4. 10.4334/JKCI.2025.37.3.277
Export citation EndNote
XML PDF INFO REF

References

1 
ACI Committee 318 (2008) Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary. Farmington Hills, MI: American Concrete Institute (ACI), 465.URL
2 
ACI Committee 318 (2011) Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary. Farmington Hills, MI: American Concrete Institute (ACI), 388.URL
3 
ACI Committee 318 (2014) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14). Farmington Hills, MI: American Concrete Institute (ACI), 519.URL
4 
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), 623.URL
5 
ACI Committee 349 (2006) Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-06) and Commentary. Farmington Hills, MI: American Concrete Institute (ACI), 153.URL
6 
ACI Committee 349 (2013) Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-13) and Commentary. Farmington Hills, MI: American Concrete Institute (ACI), 196.URL
7 
ACI Committee 349 (2023) Nuclear Safety-Related Concrete Structures-Code Requirements and Commentary. Farmington Hills, MI: American Concrete Institute (ACI), 272.URL
8 
Baek, J. W., Kim, S. H., Park, H. G., and Lee, B. S. (2020) Shear-Friction Strength of Low-Rise Walls with 600 MPa Reinforcing Bars. ACI Structural Journal 117(1), 169-182.URL
9 
CEB (1994) Fastenings to Concrete and Masonry Structures, State of the Art Report Lausanne, Switzerland; International Federation for Structural Concrete (fib), Comite Euro- International du Beton (CEB), 249.URL
10 
Eligehausen, R., Mallëe, R., and Silva, J. F. (2006) Anchorage in Concrete Construction. Berlin, Ernst & Sohn.URL
11 
Fuchs, W., Eligehausen, R., and Breen, J. (1995) Concrete Capacity Design (CCD) Approach for Fastening to Concrete. ACI Structural Journal 92(1), 73-94.DOI
12 
Jirsa, J. O., Lutz, L. A., and Gergely, P. (1979) Rationale for Suggested Development, Splice, and Standard Hook Provisions for Deforemed Bars in Tension. Concrete International 1(7), 47-61.URL
13 
KCI (2021) Concrete Design Code and Commentary. Seoul, Korea: Kimoondang Publishing Company. Korea Concrete Institute (KCI). (In Korean)URL
14 
Kim, S. Y., Kang, G. H., Kim, S. J., Park, C. W., Kim, D.-Y., and Chun, S.-C. (2023) Shear Friction of Slurry-Wall Joint Connected by Seismic Mechanical Splice for Slurry-Wall Joint (SMS). Journal of the Korea Concrete Institute 35(5), 523-531.DOI
15 
Lee, N. H., Kim, K. S., Bang, C. J., and Park, K. R. (2007) Tensile-Headed Anchors with Large Diameter and Deep Embedment in Concrete. ACI Structural Journal 104(4), 479-486.URL
16 
Lee, N. H., Park, K. R., and Suh, Y. P., (2010) Shear Behavior of Headed Anchors with Large Diameters and Deep Embedments. ACI Structural Journal 107(2), 146-156.DOI
17 
Marques, J. L. G., and Jirsa, J. O. (1975) A Study of Hooked Bar Anchorages in Beam-Column Joints. ACI Journal Proceedings 72(5), 198-209.URL
18 
MOLIT (2016) Anchor Design Code for Concrete (KDS 14 20 54) Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), 19. (In Korean)URL
19 
Orangun, C. O., Jirsa, J. O., and Breen, J. E. (1977) A Reevaluation of Test Data on Development Length and Splices. ACI Structural Journal 74(11), 114-209.DOI
20 
Ramm, W., Greiner, U. (1993) Report on the Design of Head Bolt Anchors, Part II, Anchors with Suspension Reinforcement Department of Structural Concrete and Building Construction. University of Kaiserslautern, unpublished. (In German).URL
21 
Schmid, K. (2010) Behavior and Design of Fastenings at the Edge with Anchor Reinforcement Under Shear Loads Towards the Edge. Ph.D. thesis. Stuttgart, Germany: Institute of Construction Materials, University of Stuttgart, 277. (In German)URL
22 
Sharma, A., Eligehausen R., and Asmus, J. (2017a) Experimental Investigation of Concrete Edge Failure of Multiple-Row Anchorages with Supplimentary Reinforcement. Structural Concrete 18(1), 153-163.DOI
23 
Sharma, A., Eligehausen, R., and Asmus, J. (2017b) A New Model for Concrete Edge Failure of Multiple Row Anchorages with Supplementary Reinforcement-Reinforcement Failure. Structural Concrete 18(6), 893-901.DOI