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

Figure 7

Failure modes of pseudostatic specimens. (a) Specimen I-1. (b) Specimen II-1. (c) Specimen II-2. (d) Specimen II-3. (e) Specimen III-1. (f) Specimen III-2. (g) Specimen III-3.

(a)

(b)

(c)

(d)

(e)

(f)

(g)