1 |
ACI Committee 317 (2002), Building code requirements for structural concrete (ACI318-02) and commentary (318R-02), American Concrete Institute, Farmington Hills, MI, 443.
|
2 |
Fujii, S., Morita, S. (1983), SPLITTING BOND CAPACITIES OF DEFORMED BARS, Part 2 A proposed ultimate strength equation for splitting bond failure, Transactions of the Architectural Institute of Japan, 324, 45-53.
DOI
|
3 |
Hussain, M. A., and Driver, R. G. (2005), Experimental Investigation of External Confinement of Reinforced Concrete Columns by Hollow Structural Section Collars, ACI Structural Journal, 102(2), 242-251.
|
4 |
Joo, J. W., Yang, K. H., Lee, Y. H., Chung, H. S. (1999), An Experimental Study on the Strength and the Ductility of Concentric Loaded High-Strength R.C Columns, Journal of Architectural Institute of Korea, 19(1), 289-294.
|
5 |
MATSUNO, K., Kono, S., KAKU, T. (2001), BOND SPLITTING STRENGTH OF RC MEMBERS CONFINED WITH FRP SHEETS, Part 1 Proposal of bond strength equation, Architectural Institute of Japan, Journal of structural and construction engineering, 548, 95-100.
|
6 |
Yamakawa, T., Kamogawa, S., Kurashige, M. (1999), An experimental study on the seismic retrofit technique for RC columns confined with PC bar prestressing as external hoops, Journal of Structural and Construction Engineering, Architectural Institute of Japan, 526, 141-145.
|