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With the aid of the detailed kinetic model, verified for its predictive capability by testing with two other feedstocks, it is shown that the axial-dispersion parameter Pe is almost solely governed by the paraffinicity of the feedstock and may be considered to reflect the "selectivity" of the catalyst.
Therefore, this second-order four-factor solution of the Chinese version of the PPES is a best-fit model verified for use in Taiwan [ 28, 30].
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The models, verified for accuracy using large scale testing, are providing crucial information on capacity and limit states for calibrating performance-based design factors for a new seismic design methodology for precast concrete diaphragms.
Then models verified for several analysis and investigation.
At each step of the development process, the current model is verified for compliance with the model obtained during the previous step, in such a way that initial liveness properties are preserved.
During this study, the accuracy of the analytical model was verified for its design application using a finite element (FE) numerical model, and the effect of groundwater advection on the design results was investigated.
The structure was subjected to manual model building in COOT [ 20] alternated with structure refinement in REFMAC [ 21], and the final model was verified for its geometric correctness with MolProbity [ 22].
The numerical model was verified for limiting cases using an analytical solution.
This FE model is verified for an unpinned ENF composite beam.
The FE model is verified for both unpinned and z-pinned laminates.
The model is verified for nearshore circulation at a sinusoidal beach and nearshore currents at a multi-cusped beach.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com