Table 2 Summary of the shear wall specimens test results
From: Experimental investigation of small-scale shear walls under lateral loads
Specimen | Mode of failure | Pi | Δi | Py | Δy | Pu | Δu |
|---|---|---|---|---|---|---|---|
S1 | Flexural shear failure | 2747 | 2.30 | 7523.68 | 12.88 | 8660.27 | 27.58 |
S2 | Flexural failure | 4218 | 6.45 | 8828.61 | 14.57 | 9467.24 | 15.90 |
S3 | Shear failure | 8142 | 8.08 | 17165.93 | 68.85 | 19054.06 | 86.61 |
S4 | Flexural shear failure | 2158 | 2.35 | 7714.29 | 13.04 | 8861.47 | 58.79 |
S5 | Flexural failure | 294 | 0.42 | 5943.68 | 23.17 | 6642.55 | 34.61 |
S6 | Flexural shear failure | 3335 | 3.59 | 7443.53 | 12.27 | 8483.69 | 16.73 |
S7 | Flexural failure | 4316 | 2.94 | 10539.86 | 9.49 | 11266.88 | 14.07 |
S8 | Flexural shear failure | 1570 | 1.65 | 9944.10 | 16.37 | 10864.28 | 24.69 |
S9 | Flexural failure | 4218 | 2.34 | 11584.43 | 12.00 | 13464.32 | 15.79 |
S10 | Flexural failure | 1962 | 1.52 | 8571.68 | 11.44 | 9724.55 | 16.10 |