Research Article
Study on Repaired Earthquake-Damaged Bridge Piers under Seismic Load
Table 3
Comparisons of the energy parameters.
| Specimen | Force/kN | /mm | /mm | | |
| A | 37.0 | 28.36 | 56.79 | 2.0 | 30.13 | A-R | 49.6 | 21.05 | 77.56 | 3.7 | 115.51 | B | 31.9 | 27.09 | 66.26 | 2.4 | 39.39 | B-R | 39.8 | 31.59 | 105.36 | 3.4 | 90.87 | C | 32.2 | 26.65 | 71.64 | 2.7 | 31.11 | C-R | 32.4 | 26.26 | 112.95 | 4.3 | 83.37 |
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