Research Article
Seismic Performance of High-Ductile Fiber-Reinforced Concrete Short Columns
Table 5
Comparisons of the characteristic load and displacement.
| Specimen | Pcr (kN) | Δcr (mm) | Py (kN) | Δy (mm) | Pm (kN) | Δm (mm) | Δu (mm) | θu = Δu/H | μ = Δu/Δy |
| RC1 | 80 | 0.90 | 240.05 | 5.42 | 289.49 | 8.51 | 9.17 | 1/55 | 1.69 | HDC2 | 120 | 2.39 | 268.51 | 7.12 | 326.05 | 13.65 | 17.29 | 1/29 | 2.42 | HDC3 | 130 | 2.24 | 270.62 | 6.65 | 358.20 | 11.23 | 15.43 | 1/32 | 2.32 | HDC4 | 150 | 2.54 | 318.83 | 7.16 | 376.85 | 13.06 | 16.20 | 1/31 | 2.26 | HDC5 | 130 | 2.34 | 279.74 | 6.72 | 342.39 | 11.55 | 14.39 | 1/35 | 2.14 | HDC6 | 140 | 2.79 | 261.31 | 6.38 | 334.26 | 11.71 | 14.48 | 1/35 | 2.27 | HDC7 | 150 | 1.81 | 394.01 | 5.73 | 443.92 | 7.37 | 13.89 | 1/27 | 2.75 |
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