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So, as mentioned above, the type-1 fuzzy model cannot consider b as an uncertain parameter.
Since membership functions in type-1 fuzzy systems are crisp, type-1 fuzzy model cannot consider a and b as uncertain parameters.
The beam model cannot consider the bond-slip effect between reinforcing steel and surrounding concrete because the strain compatibility has been based upon the perfect bond assumption (Bicanic et al. 2011).
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These models cannot consider location of wells along the field.
Usually, models cannot consider technical details in the same way as expert-based methods can.
However such linear models cannot consider the effect of several variables on the output variable, due to primary assumptions of normality, linear, homoscedasticity and multicollinearity.
Most existing microscale computational fluid dynamics (CFD) models and mesoscale meteorological models cannot consider multi-scale urban wind flows, as neither can completely take into account the mesoscale and microscale physics, and their interactions.
In a prismatic VHTR, however, the simplified models cannot consider a heat transfer within a fuel assembly as well as a coolant flow through a bypass gap between the fuel assemblies, which may significantly affect the maximum fuel temperature.
However, the Winkler model cannot further consider the interaction between adjacent springs and the Vesic′s subgrade modulus expression is incapable of considering the effect of tunnel embedment depth on the tunnel-ground relative stiffness.
Hence, their model cannot fully consider the vertical constraints mechanism and so, we should make two revisions to their model.
Within the model framework considered here, we cannot consider weaker selection and hence more common causal variants.
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