Research Article
Investigation on the Structural Behavior of Shear Walls with Steel Truss Coupling Beams under Seismic Loading
Table 1
Mechanical behavior of samples.
| Steel grade | Position | Diameter (mm) | Standard value of compression strength (N/mm2) | Ultimate strength (N/mm2) | Elastic modulus (N/mm2) |
| HPB235 | Stirrup | 6 | 229.7 | 583.0 | 2.45 × 105 | HPB235 | Longitudinal bar | 8 | 318.1 | 457.3 | 1.86 × 105 | I10 | Chord member | Web | 342.6 | 400.5 | 1.87 × 105 | Flange | 307.69 | 387.5 | 1.92 × 105 | L30 × 3 | Web member | — | 463.8 | 521.7 | 1.82 × 105 | Concrete | Base | — | 48.98 | — | 3.45 × 104 |
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