Insight into the Effect of Adhesive Interface on the Ultimate Capacity of the Double-Superposed Shear Wall

Table 5

Comparison of the ultimate bearing capacity based on different design codes under 0.3 axial compression ratio.

Design code	W2		W3
	Bond strength (MPa)	FE simulation (kN)	Bond strength (MPa)	FE simulation (kN)
ACI 318 [25]	0.77	623.7	0.86	650.35
BS 8110-1 [26]	1.04	624.21	1.15	656.34
PCI Design Handbook [27]	1.19	625.5	1.32	652.97
CEB-FIP model code [28]	1.95	624.95	2.06	654.38
AASHTO LRFD bridge design specifications [29]	2.44	624.62	2.52	654.14