Research Article
Evaluation of Seismic Behaviors of Partially Deteriorated Reinforced Concrete Circular Columns Retrofitted with CFRP
Table 3
Critical deteriorated segment height of columns.
| | (A) | 0.15 | 0.2 | 0.3 | 0.35 | 0.45 | 0.6 |
| 0.1 | 0.057 | 0.058 | 0.060 | 0.067 | 0.069 | 0.074 | 0.2 | 0.107 | 0.111 | 0.120 | 0.138 | 0.138 | 0.149 | 0.3 | 0.163 | 0.165 | 0.176 | 0.191 | 0.191 | 0.208 | 0.4 | 0.213 | 0.221 | 0.231 | 0.246 | 0.246 | 0.269 | 0.5 | 0.269 | 0.273 | 0.292 | 0.307 | 0.307 | 0.334 | 0.6 | 0.338 | 0.352 | 0.367 | 0.389 | 0.389 | 0.415 | 0.7 | 0.401 | 0.409 | 0.427 | 0.461 | 0.461 | 0.501 |
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