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The accuracy of fitting models is checked by error analysis.
The adequacy of the developed models is checked using Analysis of Variance (ANOVA).
The accuracy of the proposed discrete and continuous models is checked and remarkable results are achieved.
The validation of these models is checked and discussed by comparison with the direct numerical solution of the transfer equations by the finite element method.
The performance of the models is checked by the probabilistic design and verification of representative portal frames of low-rise industrial buildings exposed to snow and wind loads using the first-order reliability method (FORM).
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These models are checked with analytical formulations.
All the developed models were checked statistically.
All survival models were checked for proportionality.
The suitability of six theoretical models was checked.
The adequacy of the models was checked by ANOVA technique.
In model-based design verification, software models are checked against functional and nonfunctional requirements.
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