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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. 2018-06 (Vol.30 No.3)
  4. 10.4334/JKCI.2018.30.3.257
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1 
ACI Innovation Task Group 1 and Collaborators (2001)  Acceptance Criteria for Moment Frames Based on Structural Testing (ACI ITG/T1.1-01) and Commentary (ACI ITG/T1.1R-01). USA, MI: American Concrete Institute.Google Search
2 
Architectural Institute of Korea (2016) Korean Building Code- Structure, KBCS. Korea, Seoul: Architectural Institute of Korea. 580-584.Google Search
3 
Han S. W., Oh Y. Hun., and Lee L. H. (1999) Effect of Edge Confinement on Deformation Capacity in the Isolated RC Structural Walls. Journal of the Korea Concrete Institute 11(6), 101-112. (In Korean)Google Search
4 
Korea Concrete Institute (2015) Experimental study for nonlinear model calibration of structural wall and coupling beam. Korea, Seoul: Korea Concrete Institute, 1-55.Google Search
5 
Korean Agency for Technology and Standards (2005) KS F 2403(Method of making and curing concrete specimens). Korea, Seoul: Korean Agency for Technology and Standards.Google Search
6 
Korean Agency for Technology and Standards (2005) KS F 2405(Method of test for compressive strength of concrete). Korea, Seoul: Korean Agency for Technology and Standards.Google Search
7 
Korean Agency for Technology and Standards (2016) KS D 3504(Steel bars for concrete reinforcement). Korea, Seoul: Korean Agency for Technology and Standards.Google Search
8 
Lee, S. Y., Lee, H. C., Park, C. S., Woo, K. M., and Suh, Y. T. (2010) Development of High-Strength in 600, 700, 800 MPa Class of Yield Strength and Seismic Resistant Steel Deformed Bar. Magazine of the Korea Concrete Institute 22(5), 28-36. (In Korean)Google Search
9 
Seo, S. Y., Oh, T. G., Kim, K. T., and Yoon, S. J. (2010) Hysteretic Behavior of R/C Shear Wall with Various Lateral Reinforce-ments in Boundary Columns for Cyclic Lateral Load. Journal of the Korea Concrete Institute 22(3), 357-366. (In Korean)DOI
10 
Song, J. W., Chun, Y. S., Song, J. K., and Yang, K. H. (2018) Seismic Performance of Shear Wall Using Seismic Resistant Steel Deformed Bar with high-ductility, Journal of the Korea Concrete Institute 30(1), 47-58. (In Korean)DOI
11 
Su, R. K. L. and Wong S. M. (2007) Seismic behavior of slender reinforced concrete shear walls under high axial ratio. Engineering Structures 29(1), 1957-1965.DOI
12 
Thomsen IV, J. H. and Wallace J. W. (2004) Displacement-Based Design of Slender Reinforced Concrete Structural Walls- Experimental Verification. Journal of Structural Engineering 130(4), 618-630.DOI
13 
Zhang, Y. and Wang, Z. (2000) Seismic Behavior of Reinforced Concrete Shear Walls Subjected to High Axial Loading. ACI Structural Journal 97(5), 739-750.Google Search