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 codeW2W3
Test (kN)FE simulation (kN)Test (kN)FE simulation (kN)

ACI 318 [25]429425.70.99412409.80.99
BS 8110-1 [26]429424.60.99412408.40.99
PCI Design Handbook [27]429424.90.99412414.71
CEB-FIP model code [28]429429.31412408.70.99
AASHTO LRFD bridge design specifications [29]429424.70.99412409.20.99