Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)

Journal Search

  1. Home
  2. All Issues
  3. 2025-12 (Vol.29 No.6)
  4. 10.11112/jksmi.2025.29.6.127
XML PDF INFO REF

References

1 
(2025), Building Code Requirements for Structural Concrete (ACI 318-25) and Commentary (ACI 318R-25), 623Google Search
2 
(2024), Design of Concrete Structures (CSA A23.3-24), 335Google Search
3 
Fereig, S. M., Smith, K. N. (1977), Indirect Loading on Beams with Short Shear Spans, ACI Journal Proceedings, 74(5), 220-222.DOI
4 
Fereig, S. M., Smith, K. N. (1979), Indirectly Loaded Reinforced Concrete Beams, Journal of the Structural Division, 105(7), 1319-1332.DOI
5 
Ferguson, P. M. (1956), Some Implications of Recent Diagonal Tension Tests, ACI Journal Proceedings, 53(8), 157-172.DOI
6 
Kim, S.-W., Lee, S., Choi, Y., Lee, J.-Y. (2024), Experimental Study on Shear Behavior of Reinforced Concrete Deep Beams with Indirect Loading, Journal of The Korea Institute for Structural Maintenance and Inspection, 28(6), 61-68.DOI
7 
Leonhardt, F. (1965), La Reduction de Ia Couture d'Effort Trenchant dans les Structures en Beton Arme (Interpretation de Resultats d'Essais a l’Aide d'une Generalisation de l'Analogie du Treillis), Comite Europeen du Beton, Bulletin d’lnformation, 49, 86-158.Google Search
8 
Mattock, A. H., Shen, J. F. (1992), Joints Between Reinforced Concrete Members of Similar Depth, ACI Structural Journal, 89(3), 290-295.DOI
9 
Smith, K. N., Fereig, S. M. (1974), Effect of Loading and Supporting Conditions on the Shear Strength of Deep Beams, 42, 441-460.DOI