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The obtained ultimate capacities, load deformation responses and failure modes are discussed.
The flexural stiffness and flexural ultimate capacities are compared with those predicted by related design codes.
The ultimate capacities of the four beam specimens including MEM-Collins-1 0 are calculated with the proposed MEM-Collins-1 0
All the axial forces that resulted from the column removal were still less than their ultimate capacities.
The failure characteristics, yield and ultimate capacities, deflection, cracking behavior, ductility and energy absorption capacities were evaluated.
Comparison of results showed that Eurocode 4 overestimated the ultimate capacities of the columns with a difference of 3%.
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This interaction will affect the failure mode and ultimate capacity.
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