Research Article
Repairing and Strengthening of Damaged RC Columns Using Thin Concrete Jacketing
Table 9
Increases in A-B maximum axial displacement with respect to UC and MC.
| | A | B | C | C/A | C/B | | UC, axial displacement at failure (mm) | MC | Axial displacement at failure (mm) | A-B | Axial displacement at failure (mm) |
| | 0.972 | MC1 | 0.99 | A-W | 0.99 | 1.02 | 1 | | MC2 | 1.02 | B-W | 1.11 | 1.05 | 1.14 | | MC1 | 0.99 | A-C | 1.02 | 1.05 | 1.03 | | MC2 | 1.02 | B-C | 1.14 | 1.07 | 1.17 | | MC1 | 0.99 | A-S | 1.05 | 1.08 | 1.06 | | MC2 | 1.02 | B-S | 1.2 | 1.23 | 1.18 |
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