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. 2019-02 (Vol.31 No.1)
  4. 10.4334/JKCI.2019.31.1.011
Export citation EndNote
XML PDF INFO REF

References

1 
ACI Committee 318 , 2014, Building Code Requirements and Commentary for Reinforced Concrete (ACI 318-14), American Concrete Institute, Detroit, MIGoogle Search
2 
Baldwin J. W. J., Viest I. M., 1958, Effect of Axial Compression on Shear Strength of Reinforced Concrete Frame Members, ACI Journal Proceedings, Vol. 55, No. 11, pp. 635-654Google Search
3 
Cardenas A. E., Magura D. D., Strength of High-Rise Shear Walls.Rectangular Cross Sections, 1973, Response of Multistory Concrete Structures’ to Lateral Forces, SP-36, American Concrete Institute, Detroit, 1973, pp. 119-150Google Search
4 
Cardenas A. E., Hanson J. M., Corley W. G., Hognestad E., 1973, Design Provisions for Shear Walls, Journal of the American Concrete Institute, Proceedings, Vol. 70, No. 3, pp. 221-230Google Search
5 
CEN , 2004, Eurocode 8.Earthquake Resistant Design of Structures, Pt. 1.3 General rules.specific Rules for Various Materials and Elements. Brussels, BelgiumGoogle Search
6 
Choi K. K., Park H. G., Kim H. M., 2010, Shear Strength Model for Slab-Column Connections, Journal of the Korean Concrete Institute, Vol. 22, No. 4, pp. 585-593DOI
7 
Eom T. S., Hwang I. H., Lee S. J., Park T. W., 2018, Failure Mode and Shear Strength of Nonprestressed Hollow-Core Slabs in One-Way Shear, ACI Structural Journal, Vol. 115, No. 4, pp. 1121-1141DOI
8 
Eom T. S., Park H. G., Kim J. Y., 2010, Evaluation of Deformation Capacity of Slender Reinforced Concrete Walls with Thin Web, Journal of the Korean Concrete Institute, Vol. 22, No. 1, pp. 59-68DOI
9 
Joint ACI-ASCE Committee 326 , 1962, Shear and Diagonal Tension, ACI Journal Proceedings, Vol. 59, pp. 1-30, 277-334, 352-396Google Search
10 
Kim S. H., Hwang H. J., Park H. G., 2018, Shear Force Amplification Effect Addressing Nonlinear Dynamic Response in Slender RC Walls, Journal of the Korean Concrete Institute, Vol. 30, No. 2, pp. 135-146DOI
11 
Korean Concrete Institute , 2012, Design Codes for Concrete Structures (KCI 2012), Kimundang, Seoul. (Korean)Google Search
12 
Lee J. H., 2016, Prestressed Concrete - Ultimate Strength Design Method and Limiate State Design Method, Dong Myeong PublishersGoogle Search
13 
MacGregor James G., Hanson John M., 1969, Proposed Changes in Shear Provisions for Reinforced and Prestressed Concrete Beams, ACI Journal Proceedings, Vol. 66, No. 4, pp. 276-288Google Search
14 
Morrow J., Viest I. M., 1957, Shear Strength of Reinforced Concrete Frame Member without Web Reinforcement, ACI Journal Proceedings, Vol. 53, No. 3, pp. 833-869Google Search
15 
Noh J. O., Park H. G., Kim C. G., Choi K. K., Lee H., 2018, Effect of Non-Uniformly Distributed Shear Reinforcement on Shear Strength of Beams, Journal of the Korean Concrete Institute, Vol. 30, No. 3, pp. 247-256DOI
16 
Ou Y. C., Kurniawan D. P., 2015, Effect of Axial Compression on Shear Behavior of High-Strength Reinforced Concrete Columns, ACI Structural Journal, Vol. 112, No. 2, pp. 209-220Google Search
17 
Wight K. J., MacGregor J. G., 2012, Reinforced Concrete: Mechanics and Design, 6th Ed., Pearson Education, Inc., Upper Saddle River, Jew JerseyGoogle Search
18 
Wood S. L., 1990, Shear Strength of Low-Rise Reinforced Concrete Walls, ACI Structural Journal, Vol. 87, No. 1, pp. 99-107Google Search