Research Article
Insight into the Effect of Adhesive Interface on the Ultimate Capacity of the Double-Superposed Shear Wall
Table 4
Comparison of ultimate bearing capacity between experiments and FE simulation using different bond stress values based on different design codes.
| Design code | W2 | W3 | Test (kN) | FE simulation (kN) | | Test (kN) | FE simulation (kN) | |
| ACI 318 [25] | 429 | 425.7 | 0.99 | 412 | 409.8 | 0.99 | BS 8110-1 [26] | 429 | 424.6 | 0.99 | 412 | 408.4 | 0.99 | PCI Design Handbook [27] | 429 | 424.9 | 0.99 | 412 | 414.7 | 1 | CEB-FIP model code [28] | 429 | 429.3 | 1 | 412 | 408.7 | 0.99 | AASHTO LRFD bridge design specifications [29] | 429 | 424.7 | 0.99 | 412 | 409.2 | 0.99 |
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