Mobile QR Code QR CODE
Export citation EndNote

References

1 
ACI Committee 318 , 2014, Building Code Requirements for Reinforced Concrete (ACI 318-14) and Commentary (ACI 318R-14), Farmington Hills, MI; American Concrete Institute (ACI)Google Search
2 
Castro J. J., Imai H., 2004, Structural Performance of RC Columns Using Double Right Angle Anchorage Hoops with High Strength Bars, In Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver (Heidebrecht, A. (ed.)). Mira Digital, St Louis, MO, USAGoogle Search
3 
Choi Y. H., Lee Y. K., Shin Y. S., 2018, Seismic Behavior of RC Columns with Separated Hoop Details, KCI 2018 Fall Conference. 7-9 November 2019. Pyeongchang, Korea; Korea Concrete Institute (KCI) (In Korean), Vol. 30, No. 2, pp. 250-260Google Search
4 
Eom T. S., Choi T. W., Park H. G., Kang S. M., Jin J. M., 2013, Seismic Tests on Reinforced Concrete Columns Confined with Continuous Hoops, Journal of Korea Institute of Building Construction (In Korean), Vol. 29, No. 2, pp. 99-107DOI
5 
Hakuto S., 2000, Seismic Performance of Reinforced Concrete Columns with 90 Degree end Hooks for Shear Reinforcement under High Speed Loading, In Proceedings 12th World Conference on Earthquake Engineering (12WCEE 2000), Auckland, New Zealand, Paper(N0. 1-7)Google Search
6 
Hwang Y. H., Yang K. H., Sim J. I., Choi Y. S., 2019, Evaluation of Axial Compressive Performance of Section Enlargement Strengthening Columns with Supplementary V-ties and V-clips in the Jacket Section, Journal of the Korea Concrete Institute (In Korean), Vol. 31, No. 5, pp. 429-436Google Search
7 
Kim W. W., Mun J. H., Yang K. H., 2015, Simplified Model for the Stress-Strain Relationship of Confine Concrete, Journal of the Achitectural Institute of Korea: Structure & Construction (In Korean), Vol. 31, No. 4, pp. 79-86DOI
8 
Lukkunaprasit P., Sittipunt C., 2003, Ductility Enhancement of Moderately Confined Concrete Tied Columns with Hook- Clips, ACI Structural Journal, Vol. 100, No. 4, pp. 422-429Google Search
9 
MOLIT , 2016a, Shear and Torsion Design for Concrete Structures (KDS 14 20 22), Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT) (In Korean)Google Search
10 
MOLIT , 2016b, Flexure and Compression Design for Concrete Structures (KDS 14 20 20), Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT) (In Korean)Google Search
11 
Park K. Y., Kim Y. J., 2020, Band Steel Locking Device (Patent Public Number 10-2148235), Korean Intellectual Property Office (KIPO)Google Search
12 
Park K. Y., Yun H. D., 2020, Clip-Type Binding Implement Effect on Anchorage Behavior of 90-Degree End-Hooked Transverse Reinforcement in Reinforced Concrete Columns, Journal of the Korea for Structural Maintenance and Inspection (JKSMI) (In Korean), Vol. 24, No. 4, pp. 72-80DOI
13 
Saatcioglu M., Razvi S. R., 1992, Strength and Ductility of Confined Concrete, Structural Engineering, Vol. 118, No. 6, pp. 1590-1607DOI