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

Figure 8

Load-displacement hysteresis curves of the specimens. (a) Specimen I-1 (n = 0.20, e = 0 mm). (b) Specimen II-1 (n = 0.20, e = 0 mm). (c) Specimen II-2 (n = 0.15, e = 0 mm). (d) Specimen II-3 (n = 0.10, e = 0 mm). (e) Specimen III-1 (n = 0.20, e = 80 mm). (f) Specimen III-2 (n = 0.15, e = 80 mm). (g) Specimen III-3 (n = 0.10, e = 80 mm).

(a)

(b)

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(g)