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Circular concrete-filled double steel tubular (CFDST) columns in high-rise building structures possess high
ductility and strength performance owing to the concrete confinement exerted by the external and internal
circular steel tubes. However, the behavior of circular CFDST short columns that are loaded eccentrically has not
been investigated either experimentally or numerically. Particularly, numerical studies on the moment-curvature
responses, strength envelopes, confinement effects and moment distributions in circular CFDST beam-columns
have not been reported. In this paper, experimental and computational investigations into the structural responses
of circular CFDST short columns loaded eccentrically are presented. Nineteen short circular CFDST
columns with various parameters under axial and eccentric loads were tested to failure to measure their
structural responses. Test results are presented and discussed. A mathematical simulation model underlying the
method of fiber analysis is proposed that simulates the axial load-moment-curvature relationships as well as the
strength interaction curves of CFDST beam-columns composed of circular sections. The mathematical modeling
technique explicitly takes into account the confinement of concrete on the responses of CFDST columns. The
computational procedure and solution method are given. The accuracy of the computer simulation model is
evaluated by comparing computations against experimental data. The significance of material and geometric
properties, concrete confinement and axial load ratio on the responses of moment-curvature and strength envelopes
of CFDST columns and the moment distributions in concrete and steel components are investigated. The
mathematical model proposed not only simulates well the experimentally observed responses of CFDST columns
but also can monitor the moment distributions in the steel and concrete components of such composite columns.