In this paper results of tests conducted on 27 concrete-filled steel tubular columns are
reported. The test parameters were the column slenderness, the load eccentricity covering
axially and eccentrically loaded columns with single or double curvature bending and the
compressive strength of the concrete core. The test results demonstrate the influence of
these parameters on the strength and behaviour of concrete-filled steel tubular columns. A
comparison of experimental failure loads with the predicted failure loads in accordance with …