Research Article
Seismic Behavior of Box Steel Bridge Pier with Built-In Energy Dissipation Steel Plates
Figure 13
Load-displacement curves. (a) Specimen I-0 (n = 0.2). (b) Specimen II-1 (n = 0.2, t1 = 4 mm). (c) Specimen II-2 (n = 0.20, t1 = 6 mm). (d) Specimen III-1 (n = 0.20, t1 = 8 mm). (e) Specimen III-2 (n = 0.1, t1 = 8 mm). (f) Specimen III-3 (n = 0.25, t1 = 8 mm).
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