Cumulative Ductility and Hysteretic Behavior of Small Buckling-Restrained Braces

<div>(a) <i>σ</i>-<i>ε</i> curve for A283 Grade C steel. (b) The plateau region of <i>σ</i>-<i>ε</i> curve [<a href="/journals/ace/2017/7105768/#B7">7</a>].</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Cumulative Ductility and Hysteretic Behavior of Small Buckling-Restrained Braces 