Research Article
Investigation on the Structural Behavior of Shear Walls with Steel Truss Coupling Beams under Seismic Loading
Table 5
Specimen details of steel truss CB shear wall structure.
| Specimen | Chord member type | Web member type | Area ratio | Stiffness ratio |
| WALL1 | Half-I10 | L30 × 3 | 0.2448 | 0.0765 | WALL2 | Half-I10 | L40 × 4 | 0.4321 | 0.1435 | WALL3 | Half-I10 | L56 × 5 | 0.758 | 0.26 |
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