Research Article
Seismic Behavior of a Novel Buckling-Restrained Steel Plate Shear Wall
Table 3
Stress at the top left corner.
| | Gap thickness (mm) | Stress at the top left corner (MPa) |
| | 5 | 236.3 | | 6 | 236.0 | | 7 | 235.9 | | 8 | 235.9 | | 9 | 235.7 | | 10 | 235.5 | | 11 | 235.0 | | 12 | 234.6 | | 13 | 234.3 | | 14 | 234.0 | | 15 | 233.9 | | 20 | 233.7 | | Flat steel plate | 233.7 |
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