Hysteretic Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges

<div>Relationships between <i>K</i><sub><i>i</i></sub>/<i>K</i><sub>0</sub> and Δ<sub><i>i</i></sub>/Δ<sub>max</sub>.</div>

Advances in Civil Engineering

Figure 14: Hysteretic Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges 