Research Article
Hysteresis Behavior and Design of the New Autoclaved Lightweight Concrete (ALC) External Panel Connector with the Steel Frame
Table 3
Skeleton curves of specimens.
| | Specimen | Direction | Yielding point | Peak point | Ultimate point | | Py (kN) | Δy (mm) | Pm (kN) | Δm (mm) | Pu (kN) | Δu (mm) |
| | FW1 | Push (+) | 155.12 | 55.8 | 169.20 | 75.0 | 169.20 | | | Pull (−) | 127.82 | 54.0 | 157.89 | 135.0 | 121.85 | | | Average | 141.47 | 54.9 | 163.55 | 105.0 | 145.53 | 75.0 |
| | FW2 | Push (+) | 174.58 | 69.9 | 185.78 | 90.0 | 174.45 | | | Pull (−) | 147.74 | 70.1 | 158.15 | 105.0 | 157.64 | | | Average | 161.16 | 70.0 | 171.97 | 97.5 | 166.05 | 105.0 |
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