Research Article
Seismic Behavior of Short Concrete Columns with Prestressing Steel Wires
Table 3
Comparison of calculation and test results.
| Specimen number | (kN) | (kN) | (kN) | (kN) | |
| PZ2 | 188.53 | 56.75 | 405.03 | 245.28 | 1.65 | PZ3 | 188.53 | 192.95 | 419.30 | 381.48 | 1.10 | PZ4 | 188.53 | 238.34 | 431.06 | 426.87 | 1.02 | PZ5 | 188.53 | 218.35 | 419.80 | 406.88 | 1.03 | PZ6 | 188.53 | 118.35 | 381.36 | 306.88 | 1.24 | PZ7 | 188.53 | 141.73 | 408.94 | 330.26 | 1.24 | PZ8 | 188.53 | 117.28 | 451.19 | 305.81 | 1.48 |
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