Showing papers by "Jin-Keun Kim published in 1995"

TL;DR: In this paper, a numerical method for predicting the behaviour of a reinforced concrete column is proposed, using the layered finite element method, to investigate the effects of concrete strength and longitudinal steel ratio on the ultimate load and axial force bending moment relation of a column, a series of tests was carried out for 30 tied reinforced concrete columns with a 80 mm square cross-section and three slenderness ratios of 10, 60 and 100.