1 |
Sun-Kyoung Hwang, Hyun-Do Yun and Soo-Young Chung, "Effects of Transverse Reinforcement on Flexural Strength and Ductility of High-Strength Concrete Columns", Journal of Korea Concrete Institute, vol. 14, No. 3, 2002, pp.365-372.
DOI
ScienceOn
|
2 |
ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318M-08) and Commentary, American Concrete Institute, Farmington Hill, MI, 2008, p.473.
|
3 |
J. B. Mander, M. J. N. Priestley and R. Park, "Theoretical Stress-Strain Model for Confined Concrete", Journal of Structural Engineering, ASCE, vol. 114, No. 8, 1988, pp.1804-1826.
DOI
ScienceOn
|
4 |
Japan Institute of Construction Engineering, New RC Research and Development Report, Japan Institute of Construction Engineering, 1988-1992.
|
5 |
Jong-Kuen Kim, Byum-Seok Han and Sung-Woo Shin, "Ductility Capacity of Ultra-high Strength R/C Tied Columns Considering the Axial Load Ratio and Configuration of Transverse Reinforcement", Journal of Architectural Institute of Korea, vol. 25, No. 1, 2009, pp.3-11.
|
6 |
Korean Standards Association, Method of Tensile Test for Metallic Materials (KS B 0802), Korean Standards Association, 2003.
|
7 |
Korean Standards Association, Standard Test Method for Compressive Strength of Concrete (KS F 2405), Korean Standards Association, 2010.
|
8 |
Robert F. Mast, Mina Dawood, Sami H. Rizkalla and Paul Zia, "Flexural Strength Design of Concrete Beams Reinforced with High-Strength Steel Bars", ACI Structural Journal, vol. 105, No. 5, 2008, pp.570-577.
|
9 |
Sung-Woo Shin and Beom-Seok Han, "Confinement Effects of High Strength Reinforced Concrete Tied Columns", Journal of Korea Concrete Institute, vol. 14, No. 4, 2002, pp.578-588.
DOI
ScienceOn
|