Seismic Behavior of Box Steel Bridge Pier with Built-In Energy Dissipation Steel Plates

<div>Stiffness degradation of typical specimens. (a) Impacts of energy-dissipating plates. (b) Impacts of the thickness of energy-dissipating plates. (c) Impacts of axial compression ratio.</div>

Advances in Materials Science and Engineering

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Figure 15

Figure 15: Seismic Behavior of Box Steel Bridge Pier with Built-In Energy Dissipation Steel Plates 