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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2023-02
(Vol.35 No.1)
10.4334/JKCI.2023.35.1.003
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REF
References
1
ACI Committee 374 (2013) Guide for Testing Reinforced Concrete Structural Elements under Slowly Applied Simulated Seismic Loads (ACI 374.2R-13). Farmington Hills, MI; American Concrete Institute (ACI).
2
Assa, B., Nishiyama, M., and Watanabe, F. (2001) New Approach for Modelling Confined Concrete - I: Circular Columns. Journal of Structural Engineering 127(7), 743-750.
3
Bae, S., and Bayrak, O. (2008) Plastic Hinge Length of Reinforced Concrete Columns. ACI Structural Journal 105(3), 290-300.
4
El-Dash, K. M., and Ahmad, S. H. (1995) A Model for Stress- Strain Relationship of Spirally Confined Normal and High- Strength Concrete Columns. Magazine of Concrete Research 47(171), 177-184.
5
JICE (1990) High-Strength Concrete Subcommittee Report. Japan Institute of Construction Engineering (JICE), Tokyo, Japan.
6
KATS (2014) Low Carbon Steel Wires (KS D 3552). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). 1-24. (In Korean)
7
KATS (2017) Standard Test Method for Compressive Strength of Concrete (KS F 2405). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)
8
Kim, H. G., Jeong, C. Y., Kim, D. H., and Kim, K. H. (2020) Confinement Effect of Reinforced Concrete Columns with Rectangular and Octagon-Shaped Spirals. Sustainability 12(19), 1-10.
9
Kim, J. K., Ahn, J. M., and Shin, S. W. (2009) The Volumetric Ratio of Transverse Reinforcement of R/C Columns considering Effective Lateral Confining Reduction Factor. Journal of the Korea Concrete Institute 21(3), 311-318. (In Korean)
10
Kim, Y. S. (2010) Behavior of Confined Concrete with High- Strength Transverse Reinforcement. Master’s Thesis, Kongju National University, Kongju, Korea. (In Korean)
11
Lee, H. J., Yang, K. H., and Kwak, M. K. (2017) Evaluation on the Effectiveness of Supplementary V-Ties on Flexural Ductility of Reinforced Concrete Columns. Journal of the Korea Concrete Institute 29(4), 345-351. (In Korean)
12
Mander, J. B., Priestley, M. J. N., and Park, R. (1988) Theoretical Stress-Strain Model for Confined Concrete. Journal of Structural Engineering 114(8), 1804-1826.
13
MOLIT (2022) Shear and Torsion (KDS 14 20 22). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). 18 (In Korean)
14
Nasim, S., Hasan, K., Mu’tasim, A. J., and Maha, A. (2016) Experimental Investigation of Reinforced Concrete Beams with Spiral Reinforcement in Shear. Construction and Building Materials 125, 585-594.
15
Oh, Y. H., Lyu, S. I., and Moon, J. H. (2022) Structural and Seismic Performance of Special Structural Walls Reinforced with Spiral Transverse Ties. Journal of the Korea Concrete Institute 34(1), 23-32. (In Korean)
16
Park, R., and Pauley, T. (1975) Reinforced Concrete Structures. John Wiley and Sons, New York, USA.
17
Richart, F. E., Brandzaeg, A., and Brown, R. L. (1928) A Study of the Failure of Concrete under Combined Compressive Stresses. Bull. No. 185, University of Illinois, Engineering Experimental Station, Urbana, Ill., 74.