Research Article
Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls
Table 2
Comparison of strengths between tests and finite element results.
| | Ref. | Test no. | Yield load (kN) | QTEST/QFEM | Peak load (kN) | PTEST/PFEM | Failure mode | | QTEST | QFEM | PTEST | PFEM | Test | FEM |
| | Wu [5] | W1-a | 1520.00 | 1509.30 | 1.01 | 1730.00 | 1696.08 | 1.02 | FS | FS | | W1-b | 1120.00 | 1178.40 | 0.95 | 1450.00 | 1380.95 | 1.05 | FS | FS | | W1-c | 1214.00 | 1248.90 | 0.97 | 1515.00 | 1470.88 | 1.03 | FS | FS |
| | Jiang [6] | SPRCW1 | 542.50 | 552.30 | 0.98 | 638.80 | 604.80 | 1.06 | F | F | | SPRCW2 | 555.20 | 555.90 | 1.00 | 659.70 | 633.90 | 1.04 | F | F | | SPRCW3 | 570.70 | 566.70 | 1.00 | 687.70 | 651.80 | 1.06 | F | F |
| | Zhu [7] | GB2-3-1 | 607.00 | 630.10 | 0.96 | 828.00 | 840.10 | 0.99 | F | F | | GB2-3-2 | 613.00 | 633.20 | 0.97 | 841.00 | 844.20 | 1.00 | F | F | | GB2-3-3 | 612.00 | 631.00 | 0.97 | 822.00 | 841.30 | 0.98 | F | F |
| | Mean value | — | — | 0.95 | — | — | 1.03 | — | — |
| | Standard variation σ | — | — | 0.05 | — | — | 0.05 | — | — |
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