Research Article
Insight into the Effect of Adhesive Interface on the Ultimate Capacity of the Double-Superposed Shear Wall
Table 6
Comparison of the ultimate bearing capacity based on different design codes under 0.5 axial compression ratio.
| Design code | W2 | W3 | Bond strength (MPa) | FE simulation (kN) | Bond strength (MPa) | FE simulation (kN) |
| ACI 318 [25] | 0.77 | 737.72 | 0.86 | 815.26 | BS 8110-1 [26] | 1.04 | 740.75 | 1.15 | 817.95 | PCI Design Handbook [27] | 1.19 | 738.82 | 1.32 | 815.83 | CEB-FIP model code [28] | 1.95 | 735.93 | 2.06 | 817.51 | AASHTO LRFD bridge design specifications [29] | 2.44 | 736.51 | 2.52 | 819.13 |
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