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Based on this idea, the ROC analysis [32, 33] can be introduced to quantify detection accuracy.
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Grid quality measures are introduced to quantify differences between discrete grids.
A new 'recycle efficiency' factor was introduced to quantify the influences of axial and interparticle gradients.
The instability parameter χ is introduced to quantify the numerical results.
Some global damage criteria are introduced to quantify the damage accumulation.
Fractal dimension is introduced to quantify the fluctuations of these weather elements.
Further, an entropy based non-dimensional index is introduced to quantify the level of deterministic chaos.
And, a coefficient is introduced to quantify the incompatible strain between corroded strand and concrete.
torrefaction time and average temperature, are introduced to quantify the temperature profiles during torrefaction.
Thus the damage variable is introduced to quantify the thermally induced damage for two mortars.
An index named "Regeneration Factor (RF)" is introduced to quantify regenerative effect.
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