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Accuracy of the proposed method has been verified on three asymmetric-plan buildings under different earthquake records.
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The effectiveness of the proposed method has been verified on two test problems, two fixed head hydrothermal test systems and three hydrothermal multi-reservoir cascaded hydroelectric test systems having prohibited operating zones and thermal units with valve point loading.
The effectiveness of this methodology has been verified on two well-known models, whose results published in the literature have been accurately reproduced using our approach.
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.
The whole deep architecture is well solved by the typical back propagation (BP) method and its performances are verified on three benchmark image datasets.
To validate the capability of the new proposed method, the new proposed method is verified on three different amorphous silicon and thin film PV modules, U-EA110, MPV95-S, and MST-43LV, for various I-V and P-V manufacturer curves.
This concept was verified on three different protein targets (i.e. 5-HT1A, HIV-1 proteand and matrix metalloproteinase) and a set of algorithms (SMO, Naïve Bayes, Ibk, J48 and Random Forest) implemented in WEKA package [4].
The correction method was verified on three objects with simple to complex shapes.
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.
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