1995 年 60 巻 468 号 p. 183-191
With respect to the compressive behaviour of concrete-filled tubular steel stub-columns, the effect of confinement of inner concrete by steel tube wall are evaluated on the basis of experimental data hitherto obtained. The predicting formulae of maximum compressive strength of concrete-filled tubular steel stub-columns are derived taking the effect of confinement of concrete into consideration. It is demonstrated that the correlation between the predictions and test resultus are satisfactory.