Seismic Behavior of Box Steel Bridge Pier with Built-In Energy Dissipation Steel Plates

Table 2

Loading details.

No.	Loading heights L1 (mm)	Yield displacements δy (mm)	Axial loads N (kN)
I-0	1880	10.50	586
II-1	1880	10.50	586
II-2	1880	10.50	586
III-1	1880	10.50	586
III-2	1880	11.82	293
III-3	1880	9.85	732