Head를 활용한 편심하중을 받는 기둥의 거동에 관한 연구

This paper presents the procedures and results of the tests made on 8 test samples, using the lateral reinforcement as the mechanical anchorage and the throw of eccentricity as the main variables, in reference to the existing studies. The result show that all of equivalent rectangular stress block parameters are suitable for the column laterally confined headed. Hence, Headed can be used in column provided that it is adequately confined.