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In structural modeling for progressive collapse analysis, the model accuracy has to be verified for both linear and nonlinear responses, when large deformations involving material and geometrical nonlinearities are expected.
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The FE model is verified for both unpinned and z-pinned laminates.
This design method is verified for both square and hexagonal lattices, and several innovative structures with wide CPBGs are obtained.
Performance of the designed optimal state filter and parameter identifier is verified for both, positive and negative, parameter values.
Linear behaviour of the hydrodynamic response of the device is verified for both open and partially closed conditions, in particular for irregular waves.
Performance of the designed sliding mode mean-square and mean-module state filters and parameter identifiers are verified for both, stable and unstable, linear uncertain systems.
Performance of the designed optimal state filter and parameter identifier is verified for both, stable and unstable, stochastic linear systems and compared against the mean-square estimator designed for polynomial systems with white Gaussian noises.
It was verified for both adsorbents, that a mass of 30.0 mg leaded to higher Cu II) uptake and that the best pH for Cu II) adsorption was 5.6.
This has been verified for both Rake and LMMSE receivers.
The Hardy-Weinberg equilibrium was verified for both cases and controls.
Intra-reader reliability was verified for both software packages by repeating the analysis on 20 cases per software package following a 4-week interval with the reader blinded to previous results.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com