| Title |
A Study on the Strength and Hysteretic Characteristics of Steel Reinforced Concrete Columns |
| Abstract |
This paper is a theorectical and experimental study on thecompressive characteristics of SRC(steel reinforced concrete) columns loaded eccentrically.The main parameters of the test are end eccentric rations, steel ratios and slenderness ratios. For the SRC columns under eccentric load, N-M interaction method which takes the slenderness effects into account under the premise that the stress of elements of member section is full plastic, was applied.In order to prove the hypothesis in the experiment, specimens were produced according to each parameter, and the SRC column specimens were mono-compressed. |