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Uchenye Zapiski Kazanskogo Universiteta-Seriya Fiziko-Matematicheskie Nauki最新文献

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Dependence of Cavitation Bubble Impact onto a Body on Liquid Pressure 空化气泡对物体的冲击与液体压力的关系
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.2.165-180
A. Aganin, T. Guseva, L. A. Kosolapova, N. A. Khimatullina
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引用次数: 0
Constant Rebalancing Strategies with Minimal Risk 风险最小的持续再平衡策略
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.4.543-551
M. Missarov, E. Shustova
The numerical characteristics of constant rebalancing strategies for a portfolio of one risk-free and two risky assets were studied. Constant rebalancing means that the current capital at the end of each period is distributed over all assets of the next period in the same (constant) proportions. In this case, the input and output of the capital from the investment process is not allowed. In the proposed model, the continuous interest rates of risky assets in different periods are independent of each other and determined by the same two-dimensional Gaussian distribution for all periods. An algorithm for constructing the constant rebalancing strategy with a given mathematical expectation of capital at the end of the last period and a minimal variance of this capital was developed.
研究了一个无风险资产和两个有风险资产组合的持续再平衡策略的数值特征。不断的再平衡意味着在每个期末的流动资本以相同的(不变的)比例分配到下一个期间的所有资产上。在这种情况下,投资过程中的资金投入和产出是不允许的。在本文提出的模型中,风险资产在不同时期的连续利率是相互独立的,并且在所有时期由相同的二维高斯分布决定。提出了一种基于给定期末资本数学期望值和资本最小方差的持续再平衡策略构建算法。
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引用次数: 0
On the 75th Birth Anniversary of Marat Mirzaevich Arslanov 纪念马拉特·米尔扎耶维奇·阿尔斯拉诺夫诞辰75周年
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.1.152-160
I. Kalimullin, V. Selivanov
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引用次数: 0
The Numerical Solution of the Nonlinear Boundary Value Problem with Singularity for the System of Delay Integrodifferential-Algebraic Equations 时滞积分-微分-代数方程组非线性奇异边值问题的数值解
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.2.181-190
M. N. Afanaseva, E. Kuznetsov
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引用次数: 0
About Permutations on the Sets of Tuples from Elements of the Finite Field 关于有限域元组集合上的置换
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.2.292-300
V. Kugurakov, A. Gainutdinova, V. Dubrovin
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引用次数: 0
Regular Tessellation of the Lobachevskii Plane Lobachevskii平面的正则镶嵌
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.4.591-605
P. Troshin
This paper discusses a new algorithm for construction of regular tessellation of the Lobachevskii plane. The problems of combinatorial and topological arrangement of regular tessellations, finding the number of tiles in each layer of such tessellation, and implementation of the algorithm in the modern computer programming language were studied. The relevance of the study is determined, on the one hand, by the unceasing interest in hyperbolic geometry and, in particular, in tessellations within it. On the other hand, the relevance is due to the insufficient number of published algorithm descriptions and their implementations. The following methods were used: ● implementation of the basic knowledge in the group of motions of the Lobachevskii plane in the Beltrami–Klein model, its trigonometry and isometries to the other known models to construct a prototile and tessellation layers; ● splitting the tessellation by layers and layers by subclasses of tiles, studying the arrangement of each layer with respect to the previous one, finding the number of tiles in the layers with the help of mathematical induction; ● devising an algorithm in the form of a pseudocode and in the programming language of Wolfram Mathematica. In the course of the study, the following results were obtained: ● an algorithm for regular tessellation of the Lobachevskii plane, which produces the tessellation layer by layer, without repetition of the tiles, by means of proper rigid motions applied to the initial prototile; ● the algorithm implemented in the programming language of Wolfram Mathematica; ● formulas for estimation of the number of tiles in layers for the suggested algorithm. The obtained results and observations made in this paper are important for construction of tessellations in hyperbolic geometry.
本文讨论了一种构造Lobachevskii平面正则镶嵌的新算法。研究了规则镶嵌的组合排列和拓扑排列问题,确定规则镶嵌每层的块数,并在现代计算机编程语言中实现该算法。一方面,研究的相关性是由对双曲几何,特别是其中的镶嵌的不断兴趣所决定的。另一方面,相关性是由于发布的算法描述及其实现的数量不足。采用了以下方法:●实现Lobachevskii平面在Beltrami-Klein模型中的运动群的基本知识,其三角和等距到其他已知模型构建一个原始和镶嵌层;●按层划分镶嵌,按瓷砖子类划分镶嵌,研究每一层相对于前一层的排列,借助数学归纳法找到各层中瓷砖的数量;●用Wolfram Mathematica编程语言设计一种伪代码形式的算法。在研究过程中,获得了以下结果:●Lobachevskii平面的规则镶嵌算法,通过对初始原型施加适当的刚性运动,一层一层地产生镶嵌,而不重复瓷砖;●算法在Wolfram Mathematica编程语言中实现;●用于估计所建议算法的层中瓦片数量的公式。本文所得到的结果和观察结果对双曲几何中镶嵌的构造具有重要意义。
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引用次数: 0
An Approach to the Analysis of Propagation of Elastic Waves in Grids Made of Rods of Varying Curvature 弹性波在变曲率杆网格中的传播分析方法
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.3.365-376
V. Levin, K. Zingerman, A. Vershinin, I. A. Podpruzhnikov
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引用次数: 0
Seepage Consolidation during Elastic Body Deformation under Normal Load 法向荷载作用下弹性体变形过程中的渗流固结
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.1.66-74
F. M. Kadyrov, A. Kosterin, E. Skvortsov
The process of seepage consolidation of an elastic saturated body under the normal load that is instantly applied to its surface has been considered. An equality obtained using the con-ditions of compatibility of deformations has been added to the well-known spatial consolidation scheme. It has been shown that the sum of effective normal stresses satisfies the heat equation and can be found as a solution to the corresponding boundary value problem. A pressure-rela-ted auxiliary function that satisfies the Laplace equation has been introduced. The boundary condition for it is determined by the boundary condition for the above sum. The proposed scheme for studying the consolidation of an elastic body has been illustrated by the example of uniform normal loading on the surface of an elastic porous sphere. In the analytical form, the pressure of the fluid, the total and effective normal stresses of the skeleton, the displace-ment of points of the sphere and its surface in the process of consolidation have been found. It has been demonstrated that the pressure of the fluid at each fixed point inside the sphere decreases with increasing time.
考虑了弹性饱和体在瞬时法向荷载作用下的渗流固结过程。利用变形协调条件得到的等式被添加到众所周知的空间固结方案中。结果表明,有效法向应力之和满足热方程,并可作为相应边值问题的解。引入了满足拉普拉斯方程的压力相关辅助函数。它的边界条件由上述和的边界条件决定。以弹性多孔球表面的均匀法向载荷为例,说明了所提出的研究弹性体固结的方法。用解析的形式求得了流体的压力、骨架的总法向应力和有效法向应力、球体及其表面固结过程中各点的位移。结果表明,流体在球内各固定点处的压力随时间的增加而减小。
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引用次数: 0
Root Uniqueness of the Gakhov Equation in the Classes of Functions with the Bounded Pre-Schwarzian 具有有界预schwarzian函数类中Gakhov方程的根唯一性
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.4.526-535
A. Kazantsev
It was established that if the left-hand side of the Gakhov equation is bounded by the constant 2, then this equation has exactly one root in the unit disk, where the constant is sharp and the root is not necessarily zero. We revealed two aspects arising with regard to this connection. The first aspect concerns the pre-Schwarzian immersion of the Gakhov class into the space of bounded holomorphic functions. It was shown that the width of this immersion is equal to 2; the full description was done for the intersection of the boundary of the immersion with the ball of the radius 2 centered at the origin. The second aspect is connected with maintenance of the uniqueness of the root when the linear or fractional linear actions on the pre-Schwarzian with multiplying by the unit disk variable are bounded. Some uniqueness conditions were constructed in the form of S.N. Kudryashov’s univalence criteria.
如果加霍夫方程的左边以常数2为界,那么这个方程在单位圆盘上只有一个根,其中常数是尖锐的,根不一定是零。我们揭示了关于这种联系所产生的两个方面。第一个方面涉及加霍夫类在有界全纯函数空间中的前schwarzian浸入。结果表明,浸没的宽度等于2;完整的描述是为浸入的边界与以原点为中心的半径为2的球的交点完成的。第二个方面涉及到当与单位圆盘变量相乘的前schwarzian上的线性或分数线性作用有界时根的惟一性的维持。以Kudryashov的一性准则的形式构造了一些唯一性条件。
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引用次数: 0
About the Use of the Stokes Number for Mathematical Modeling of Two-Phase Jet Flows 斯托克斯数在两相射流数学建模中的应用
IF 0.3 Q4 MATHEMATICS, APPLIED Pub Date : 2019-01-01 DOI: 10.26907/2541-7746.2019.3.341-354
Yu. V. Zuev
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引用次数: 1
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