Research Article
Seismic Behavior of Box Steel Bridge Pier with Built-In Energy Dissipation Steel Plates
Table 6
Design parameters and resulted capacity of specimens.
| | No. | t1 (mm) | N | λ | W (mm3) | fy (MPa) | N/NE | M1/MP | M2/MP | Errors (%) |
| | II-1 | 4 | 0.20 | 11.96 | 930742.13 | 355 | 0.0050 | 1.03425 | 1.03484 | 0.06 | | II-2 | 6 | 0.20 | 11.96 | 930742.13 | 355 | 0.0050 | 1.02740 | 1.02502 | 0.23 | | III-1 | 8 | 0.20 | 11.96 | 930742.13 | 355 | 0.0050 | 1.01475 | 1.01539 | 0.06 | | III-2 | 8 | 0.10 | 11.96 | 930742.13 | 355 | 0.0025 | 0.94665 | 0.94631 | 0.04 | | III-3 | 8 | 0.25 | 11.96 | 930742.13 | 355 | 0.0062 | 1.00514 | 1.00656 | 0.14 |
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