Research Article
Hysteresis Behavior and Design of the New Autoclaved Lightweight Concrete (ALC) External Panel Connector with the Steel Frame
Table 1
Material properties of steel.
| | Specimen | Sectional dimension (mm) | Thickness (mm) | Yield stress (MPa) | Ultimate stress (MPa) | Elongation stress (%) |
| | Beam (HM) | Flange | 244 × 175 × 7 × 11 | 11 | 263.4 | 401.6 | 25.2 | | Web | 7 | 275.3 | 411.3 | 22.3 |
| | Column (HW) | Flange | 200 × 200 × 8 × 12 | 12 | 289.5 | 435.4 | 24.7 | | Web | 8 | 278.2 | 409.8 | 20.8 |
| | Connector | Q345 | — | 10 | 376.6 | 510.1 | 19.6 |
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