Seismic Performance of Steel Box Bridge Piers with Earthquake-Resilient Function

<div>Equivalent viscous damping coefficient <i>h</i><sub><i>e</i></sub> of the specimens. (a) Effects of installing buckling-restrained energy dissipation wall plates. (b) Effects of axial compression ratio <i>n</i>. (c) Effects of eccentricity <i>e</i>.</div>

Advances in Civil Engineering

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Figure 13

Figure 13: Seismic Performance of Steel Box Bridge Piers with Earthquake-Resilient Function 