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

<div>Influence of concrete strength (<i>f</i>)<sub>ck</sub> on component-based resistance correlation curves<b>.</b> (a) Slenderness ratio of 20. (b) Slenderness ratio of 20 (normalized).</div>

Advances in Civil Engineering

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Figure 13

Figure 13: Research on Carrying Capacity of T-Shaped Stiffened Concrete-Filled Steel Tubular Columns Subjected to Eccentrically Compressive Load 