Research on Carrying Capacity of T-Shaped Stiffened Concrete-Filled Steel Tubular Columns Subjected to Eccentrically Compressive Load

<div>Verification of cross-sectional simplified <i>N-M</i> resistance model. (a) Concrete strength (<i>f</i>)<sub>ck</sub>. (b) Steel yield strength (<i>f</i>)<sub>y</sub>. (c) Steel tube thickness (<i>t</i>).</div>

Advances in Civil Engineering

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Figure 21

Figure 21: Research on Carrying Capacity of T-Shaped Stiffened Concrete-Filled Steel Tubular Columns Subjected to Eccentrically Compressive Load 