Research Article
Seismic and Power Generation Performance of U-Shaped Steel Connected PV-Shear Wall under Lateral Cyclic Loading
Table 3
Critical deformation and ductility coefficient.
| Specimen | U-SW-PV | Description |
| Yield disp. (mm) | 11.77/9.42 | Push/pull | Ultimate disp. (mm) | 34.55/35.37 | Push/Pull | Ultimate drift ratio | 1/56 | Average | Disp. ductility ratio | 3.345 | Average |
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