| Title |
An Experimental Study on Strength and Ductility of High-Strength R.C Columns According to Configuration of Ties |
| Authors |
이영인 ; 이영호 ; 김대현 ; 조철효 ; 정헌수 |
| Abstract |
An objective of this study is to experimentally investigate the strength and ductility of reinforced concrete columns under uniaxial load and several test variables. To do this, we have conducted tests on twelve 20x20= 60cm specimens with 8 and 12 1ongitudinal steel bars subjected to monotonic uniaxial compression. The main variables considered in this test are the configuration of ties, the strength of concrete, and the space of ties. The results indicate that the strength and the ductility of reinforced concrete columns have been influenced on the configuration of ties, the space of ties, and the strength of concrete. |