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Systems work if one unit of subsystem A and one unit of subsystem B with corresponding supporting unit work.
It is clear that a quasi-Laplacian operator Φ and any corresponding supporting function ω are increasing functions vanishing at zero; moreover, their inverses (Phi^{-1}) and ν, respectively, are increasing and such that Phi^{-1}(w_{1}w_{2})leq nu(w_{1})Phi^{-1}(w_{2}) (2.2) for all (w_{1}, w_{2}geq0), and ν is called the supporting function of (Phi^{-1}).
Let R ( T ) be a linear space of generalized finite sequences λ = t ∈ T such that λ t ∈ R for all t ∈ T, but only finitely many λ t ≠ 0. For each λ ∈ R ( T ), the corresponding supporting set T : = { t ∈ T ∣ λ t ≠ 0 } is a finite subset of T. We denote by R + ( T ) : = { λ = ( λ t ) t ∈ T ∈ R ( T ) ∣ λ t ≥ 0, t ∈ T } the nonnegative cone of R ( T ).
In this case, the stronger the support of the best compatible splits is, the higher is the probability of homology for character states in corresponding supporting positions.
Another supporting cell type, the pillar cell, separates the rows of inner and outer hair cells along with their corresponding supporting cells.
The feasibility of the construction method and corresponding supporting measures was discussed.
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Our results clearly showed that a faster oxidation rate was obtained using the silica supported with surfactant molecules than with the corresponding supported aqueous catalyst on unmodified silica.
For hydrogenation reactions, results from ultra-high vacuum (UHV) experiments and density functional theory (DFT) calculations of model surfaces typically show strong correlation with reactor evaluations of the corresponding supported catalysts.
Extensive simulations were performed with LTE-Sim, and the performance analysis was performed addressing ITU-T G.1010 [27] and 3GPP TS 22.105 [28] performance targets and the corresponding supported goodputs.
We introduce three kinds of distance measures for dual hesitant fuzzy sets, which the corresponding support measures can be obtained.
The penetration resistance behavior is usually presented by a series of force displacement graphs at different support conditions, the integral of which is the energy dissipated by the composite during the quasi-static penetration at corresponding support conditions.
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