Sentence examples for approximate element from inspiring English sources

A numerical method is proposed to find the approximate element of this common set.

In this paper, motivated by the work of Ceng et al. [18, 20], Yao et al. [12], Bnouhachem [19] and others, we propose an iterative method for finding an approximate element of the common set of solutions of EP (1.1) and HFPP (1.4) in the setting of real Hilbert spaces.

In this paper, motivated by the work of Ceng et al. [5, 21, 24], Al-Mazrooei et al. [2], Yao et al. [15], Bnouhachem [23] and by the recent work going in this direction, we give an iterative method for finding the approximate element of the common set of solutions of (1.1), (1.5), and (1.9) in a real Hilbert space.

The following result can be viewed as an extension and improvement of the method of Yao et al. [27] for finding an approximate element of the common set of solutions of a split equilibrium problem and a hierarchical fixed point problem in a real Hilbert space.

The following result can be viewed as extension and improvement of the method of Yao et al. [20] for finding the approximate element of the common set of solutions of a generalized equilibrium problem and a hierarchical fixed point problem in a real Hilbert space.

In this paper, we suggest and analyze an iterative scheme for finding the approximate element of the common set of solutions of a generalized equilibrium problem, a variational inequality problem and a hierarchical fixed point problem in a real Hilbert space.

For any parameter ϵ ∈ A, the subset F ⊆ U is called an ϵ-approximate set, consisting of all ϵ-approximate elements [3].

Equation 8 counts the number of non-approximate elements in S and T, using the parameters α and β as experience values.

In other words, the soft set is a parametrized family of the subsets of U. Every set F ( e ), e ∈ E from this family may be considered as the set of e-elements of the soft set ( F, E ), or the set of e-approximate elements of the soft set.

This paper presents a formulation of an approximate spectral element for uniform and tapered rotating Euler Bernoulli beams.

By employing the exact general solution to the governing equations of the beam, an accurate approximate finite element stiffness matrix is formulated.