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