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The adequacy of the models was checked by ANOVA technique.
The suitability of six theoretical models was checked.
The accuracy of the predictions by the analytical models was checked by the test data.
The adequacy of the developed models was checked by calculating correlation coefficient.
In addition, the appropriateness of the models was checked by visual inspection of the residuals against predicted values from the models (Supplementary Fig. 9).
The compatibility between the parameters derived from the aforementioned models was checked by evaluating the fatigue results for five groups of selected constructional materials.
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These models are checked with analytical formulations.
The accuracy of fitting models is checked by error analysis.
The accuracy of the proposed discrete and continuous models is checked and remarkable results are achieved.
In model-based design verification, software models are checked against functional and nonfunctional requirements.
The adequacy of the developed models is checked using Analysis of Variance (ANOVA).
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