Standard fbr evaluating method of seismic performances of exis 電ing R 〆 C buildings revised in 2001 showed evaluating methods of rcsidual axia1 置 oad capacity and ax 孟 al load capacity , which had dramatic effects on seismic performance indcxes. In this study the feasibility of this method was discussed using experimental data . For this purpose static loading tests of RIC co 正 umns were conducted . Main variable was loading methods ;i, e , monoton 孟 c centric axial loading , eccentric axial loading under constant lateral drift and normal reversed lateral loading llnder conslant axial lead . An evaKuating met 甑od ofresidual axia 弖kQad capachy was proposed and compared with the standard .
Objectives of this study were 電o examine axial load carrying capacities of R 〆 C colurnns a 丘el shear failure , For this purpose static load血 g tests of R ! C colurms were conducted . Co 面 nement of hoop reinfo 【 cement to core concrete was one of the most important effects to be disoussed so different hoop
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