在具有双重弱补充的分布格子上,骨架伪色和一致性
1Dep. of Math., Faculty of Science, Tanta University, Egypt 1Permanent address.
Heliyon
|July 13, 2023
概括
这项研究在具有双弱补充 (DDWCL) 的分布格子中引入了弱环. 它探讨了它们的特性,与形伪造和形网架的连接,并为DDWCL结构建立了一致关系.
科学领域:
- 代数结构的代数结构.
- 格子理论 格子理论
- 全球代数学 普遍代数学
背景情况:
- 具有双弱补充 (DDWCL) 的分布格子形成了一个特定的代数结构.
- 了解这些格子中的子结构和关系对于进一步的代数研究至关重要.
研究的目的:
- 在DDWCL中定义和研究弱环环的概念.
- 为了探索这些薄弱环状环的特性.
- 为了建立弱环,骨架伪环和骨架网之间的关系.
- 引入和研究与弱环状环相关的对等关系 (W-对等).
主要方法:
- 在DDWCL.CL上对弱环的定义.
- 证明弱环状环的特性.
- 证明了骨架伪造,骨架网架和弱环形环形之间关系.
- 建立一致性关系 (W-一致性).
- 对弱环形和W-对应的代数结构的研究.
主要成果:
- 弱环的概念是正式定义为DDWCL.
- 弱环状环的关键性质已经得到证实.
- 在整形伪装,整形格子和所有弱环的收集之间建立了明确的关系.
- 基于弱环形的DDWCL成功建立了称为W-对应关系的对应关系.
- 分析了包含所有弱环形和W对应的双面代数结构.
结论:
- 弱环环是DDWCL中的一个重要基层结构.
- 已建立的W-对应性为理解DDWCL中的等价性提供了一个框架.
- 这项研究有助于更广泛地了解代数结构及其关系.
关键词:
06B10 它们是什么?06C1515 这是一个很好的例子.06D0505 这是一个很好的例子.06E2020 这是什么意思?06E7575 在线播放一致关系是对应关系.分布格子的分布格子.双重弱补充格子的格子.整形格子-格子.整形外科医生使用seudoring.更多相关视频
07:55Detection of Homologous Recombination Intermediates via Proximity Ligation and Quantitative PCR in Saccharomyces cerevisiae
Published on: September 11, 2022
1.9K
06:35Construction and Systematical Symmetric Studies of a Series of Supramolecular Clusters with Binary or Ternary Ammonium Triphenylacetates
Published on: February 15, 2016
8.2K
相关概念视频
Lattice Centering and Coordination Number
9.7K
The structure of a crystalline solid, whether a metal or not, is best described by considering its simplest repeating unit, which is referred to as its unit cell. The unit cell consists of lattice points that represent the locations of atoms or ions. The entire structure then consists of this unit cell repeating in three dimensions. The three different types of unit cells present in the cubic lattice are illustrated in Figure 1.
Types of Unit Cells
Imagine taking a large number of identical...
Types of Unit Cells
Imagine taking a large number of identical...
9.7K
Second Uniqueness Theorem
1.1K
Consider a region consisting of several individual conductors with a definite charge density in the region between these conductors. The second uniqueness theorem states that if the total charge on each conductor and the charge density in the in-between region are known, then the electric field can be uniquely determined.
In contrast, consider that the electric field is non-unique and apply Gauss's law in divergence form in the region between the conductors and the integral form to the...
In contrast, consider that the electric field is non-unique and apply Gauss's law in divergence form in the region between the conductors and the integral form to the...
1.1K
Bewley Lattice Diagram
758
The Bewley lattice diagram, developed by L. V. Bewley, effectively organizes the reflections occurring during transmission-line transients. It visually represents how voltage waves propagate and reflect within a transmission line, making it easier to understand the complex interactions that occur.
758
Complementation Tests
5.0K
A complementation test is a simple cross to identify whether the two mutations are located on the same gene or different genes. It was first performed by Edward Lewis in the 1940s while working on fruit flies. He developed the test to identify the location and arrangement of different mutations on chromosomes.
Organisms heterozygous for different mutations are crossed pairwise in all combinations. If present on different genes, the mutations can complement each other by providing the missing...
Organisms heterozygous for different mutations are crossed pairwise in all combinations. If present on different genes, the mutations can complement each other by providing the missing...
5.0K
Coordination Number and Geometry
16.2K
For transition metal complexes, the coordination number determines the geometry around the central metal ion. Table 1 compares coordination numbers to molecular geometry. The most common structures of the complexes in coordination compounds are octahedral, tetrahedral, and square planar.
16.2K
Castigliano's Theorem
444
Castigliano's theorem analyzes displacements and rotations in elastic structures. It relates the derivative of elastic strain energy to the applied forces or moments, allowing for the calculation of deformations. The theorem states that the partial derivative of the total strain energy of a system with respect to a specific load results in the displacement at the point where the load is applied. This principle applies to both forces and moments.
444
