Research Article
Numerical Simulation and Shear Capacity Study of a New Double-Steel-Plate Shear Wall
Table 6
Comparison of calculated value and finite element result of shear capacity.
| | Model no. | Finite-element result (kN) | Calculated result (kN) | |
| | YZQ-B00 | 4127 | 4158 | 1.007 | | BLC-1-1 | 4412 | 4539 | 1.029 | | BLC-1-2 | 4475 | 4387 | 0.980 | | BLC-1-3 | 4342 | 4234 | 0.975 | | BLC-1-4 | 3909 | 4081 | 1.044 | | BLC-2-1 | 3144 | 3122 | 0.993 | | BLC-2-2 | 4594 | 4594 | 1.000 | | BLC-2-3 | 4877 | 4921 | 1.009 | | BLC-3-1 | 4990 | 4989 | 1.000 | | BLC-3-2 | 5818 | 5821 | 1.000 | | BLC-3-3 | 6651 | 6653 | 1.000 | | BLC-3-4 | 7453 | 7485 | 1.004 | | BLC-4-1 | 3993 | 4049 | 1.014 | | BLC-4-2 | 4187 | 4217 | 1.007 | | BLC-4-3 | 4268 | 4254 | 0.997 | | BLC-5-1 | 3390 | 3385 | 0.998 | | BLC-5-2 | 3765 | 3763 | 1.000 | | BLC-5-3 | 4551 | 4566 | 1.003 |
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