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Using the proposed FE models, an extensive parametric study was performed to investigate the effects of section dimensions, slenderness ratio, and eccentricity on the stability bearing capacity of the eccentrically loaded columns.
The cTF macromolecular assembly in B- and C-states consist of 7154 amino acids independently, taking into account the size of the system and the expected deviation from nativity and in order to minimize the number short contacts and to increase the quality of the models an extensive energy minimization was carried out.
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Using this finite element model, an extensive parametric study is conducted to determine expressions, providing the necessary parameters in three hysteretic models including strength and stiffness degradation.
In order to simplify the semi-empirical model, an extensive ANalysis Of VAriance (ANOVA) technique has been used to evaluate the impact of each model parameter.
Using this model, an extensive parametric study is performed to arrive at a prediction for shear capacity of channel connectors in PP concrete.
Accompanying the presentation and discussion of the plate model, an extensive review of the underlying geological and paleogeographic data is also presented.
Using the developed model, an extensive sensitivity analysis was performed, which suggested that higher viscosity, in most of cases, minimizes pump slippage.
By using this FE model, an extensive body of parametric analyses were conducted to clarify the effects of width-to-thickness ratio of angle legs, initial imperfections and material strengths on the buckling resistance of the 7A04 angle columns.
With their PBN model, an extensive analysis was performed, allowing to demonstrate epigenetic landscape changes from differentiated cells to iPS cells as a function of time step.
The approaches reported here offer a generic approach to modelling an extensive set of genes with the complementary goal of generating experimentally-testable hypotheses about the networks to which poorly-characterized genes may contribute.
Using linear and nonlinear constitutive models, the responses of semi-infinite foundation soil are computed using a proposed method with a small mesh model and an extensive mesh model.
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Since I tried Ludwig back in 2017, I have been constantly using it in both editing and translation. Ever since, I suggest it to my translators at ProSciEditing.

Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com