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An efficient and reliable method is proposed for determining the width of Gaussian functions based on a logical relationship between the width and local density.
Therefore, this research should be thought of as a useful reference for determining the width, the edge types, and the layer numbers of the nanoribbons in manipulating the properties of the multilayer phosphorene nanoribbons.
MCOIN is a novel heuristic for determining the width of a motif, based on motif containment and information content.
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Here, we validate a novel heuristic for automatically determining the width of a motif in deterministic motif discovery algorithms, based on motif containment and information content (MCOIN).
The results of the model tests and the finite element analyses were then employed in developing design charts for determining the critical width of gravel drain to prevent buoyant rise of structure when the surrounding soil mass liquefies.
Automatically determining the width of a novel TFBS motif is a desirable property for motif discovery algorithms since the true motif width is generally not known a priori.
An analysis procedure for determining the crack opening width over the depth of the beam during crack propagation in the flexure test is presented.
The proposed method is based on clustering of input space vectors and computing weights of Euclidian distances and histogram equalization within each cluster for determining the centre and width of each receptive field.
Most studies to date have found the sum of the four mandibular incisors to be one of best predictors in the linear regression equations for determining the combined mesiodistal widths of the unerupted permanent canines and premolars in both the mouth [37] and dental casts [2, 12].
To overcome difficulties of using Eurocode 3 or such a standard with the Effective Width Method for determining the strength of these sections, the Direct Strength Method is adopted in this paper.
This paper proposes a design method, based on the Effective Width Method, for determining the nominal distortional buckling strength of typical cold-formed steel C and Z sections subjected to bending.
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