JKCI
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the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2018-02
(Vol.30 No.1)
10.4334/JKCI.2018.30.1.047
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REF
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ACI Committee 318 (2014) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary. USA, MI: American Concrete Institute.
2
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.
3
Architectural Institute of Japan (2010) AIJ Standard for Structural Calculation of Reinforced Concrete Structures. Japan, Tokyo: Architectural Institute of Japan.
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Architectural Institute of Korea (2009) Korean Building Code-Structure, KBC. Korea, Seoul: Architectural Institute of Korea.
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Architectural Institute of Korea (2016) Korean Building Code-Structure, KBCS. Korea, Seoul: Architectural Institute of Korea.
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Han, S. W., Oh, Y. H., 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)
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Korea Concrete Institute (2015) Experimental study for nonlinear model calibration of structural wall and coupling beam. Korea, Seoul: Korea Concrete Institute.
8
Seo, S. Y., Oh, T. G., Kim, K. T., and Yoon, S. J. (2010) Hysteretic Behavior of R/C Shear Wall with Various Lateral Reinforcements in Boundary Columns for Cyclic Lateral Load. Journal of the Korea Concrete Institute 22(3), 357-366. (In Korean)
9
Song, J. W. (2017) Seismic Performance of Special Shear Wall with Special Boundary Elements Confined by U bar and Cross Tie. Ph.D. Thesis. Chonnam National University.
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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.
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The Concrete Society and Deutscher Beton-Verein (2004) European Standard EN 1998-1:2004., Eurocode8 : Design of Structures for Earthquake Resistance. UK, London: British Standards Institution.
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Thomsen IV, J. H. and Wallace, J. W. (2004) Displacement-Based Design of Slender Reinforced Concrete Structural Walls-Experi-mental Verification. Journal of Structural Engineering 130(4), 618-630.
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.
