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The effectiveness of the proposed scheme is verified on three test power systems.
The strength degradation law reliability is verified on three different materials data sets appeared in literature.
It was calibrated and verified on three stabilization reservoirs in Israel and exhibited good agreement with observations.
Accuracy of the proposed method has been verified on three asymmetric-plan buildings under different earthquake records.
The whole deep architecture is well solved by the typical back propagation (BP) method and its performances are verified on three benchmark image datasets.
This technique is experimentally verified on three beam samples: a steel beam, a glass composite sandwich beam and a QuietSteel® sandwich beam.
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The validity of the present one-dimensional model is verified on two pre-stressed simply supported beams previously experimentally and computationally studied in literature (Rabczuk and Eibl, 2004 [2]; Rabczuk et al., 2005 [18]; Rabczuk and Belytschko, 2006 [2006.
The framework is verified on two IEEE test systems.
This is verified on two potential flow benchmarks.
The accuracy, stability and robustness of the developed numerical method is verified on five numerical experiments.
Usability and effectiveness of this method has been experimentally verified on five different tomographs for industrial application.
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