Research Article
Seismic Performance of Steel Box Bridge Piers with Earthquake-Resilient Function
Table 1
The design parameters of pseudostatic specimens.
| Label of test specimens | L (mm) | DL (mm) | b(h) (mm) | t (mm) | DS1 (mm) | t1 (mm) | e (mm) | n |
| I-1 | 1880 | 1000 | 375 | 6 | 95 | 0 | 0 | 0.2 | II-1 | 1880 | 1000 | 375 | 6 | 122.5 | 14 | 0 | 0.2 | II-2 | 1880 | 1000 | 375 | 6 | 122.5 | 14 | 0 | 0.15 | II-3 | 1880 | 1000 | 375 | 6 | 122.5 | 14 | 0 | 0.1 | III-1 | 1880 | 1000 | 375 | 6 | 122.5 | 14 | 80 | 0.2 | III-2 | 1880 | 1000 | 375 | 6 | 122.5 | 14 | 80 | 0.15 | III-3 | 1880 | 1000 | 375 | 6 | 122.5 | 14 | 80 | 0.1 |
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