Sentence examples for normalized moment from inspiring English sources

Figure 4 Theoretical fitting of normalized moment with Langevin function.

As a result, in relation to statistical moments used in practice, only the fourth normalized moment (kurtosis) and third normalized moment are useful.

Variations in orientation as well as in local and global slenderness ratio were considered to plot normalized moment rotation curves.

The approach can also be presented in a form of a design chart, representing normalized moment capacity as a function of residual tensile strength and reinforcement ratio.

The shape triangle results from plotting the normalized moment of inertia of molecules and distinguishes rod-like, disc-like and sphere-like shapes.

It employs 1 m National Agricultural Imagery Program data of land-cover with 120 m Landsat-derived land surface temperature, decomposed to 30 m, a new measure of configuration, the normalized moment of inertia, and U.S. Census data to address the question for two randomly selected samples comprising 523 and 545 residential neighborhoods (census blocks) in the city.

The normalized second moment of a lattice Λ of dimension n is defined as (G(Lambda)=frac {sigma ^{2}(Lambda)}{V^{2/n}}).

and the normalized second moment of lattice Λ is G = σ 2 ∫ V d x 2 n = σ 2 V 2 n, where V = ∫ V d x is the Voronoi region volume, i.e., V = Vol ( V ).

and the normalized second moment of lattice Λ can be expressed as G Lambda^{(n)})=frac{sigma^{2}(Lambda^{(n)})}{left[int_{mathcal{V}(Lambda)}dboldsymbol{x}right]^{frac{2}{n}}}=frac{sigma^{2}(Lambda)}{V^{frac{2}{n}}}, where (V=int _{mathcal {V}(Lambda)}dboldsymbol {x}) is the Voronoi region volume.

It measures the efficiency of Λ as a shaping region: the normalized second moment of a sphere in (mathbb {R}^{n}) is 1/2π e and the more (mathcal {V}_{0}) resembles a sphere, the closer to 1/2π e is G.

A total of eighteen simply supported, normal strength concrete beam specimens were tested under four point bending with normalized moment-to-shear ratios of 2 and 1, defined as the distance from the simple support to the point of load application divided by the depth to the prestressing strands.