Research Article
Seismic Performance of Precast Concrete Column-to-Column Joint Using the Steel Plate Hoop and Bolts Connection
Table 4
Theoretical calculation results.
| | Specimen | (kN·m) | (kN·m) | (kN·m) | V (kN) | (mm2) |
| | W01 | | 655.7 | 695.3 | 502.2 (326.6) | | | W02 | 472.0 (329.6) | 655.7 | 659.1 | 502.2 (307.2) | 1,017.5 (1,519.76) | | W03 | 565.0 (342.1) | 655.7 | 684.2 | 502.2 (325.2) | 1,017.5 (1,519.76) | | Y01 | 472.0 (330.3) | 655.7 | 660.5 | 502.2 (305.9) | 1,235.3 (1,519.76) |
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