The paper presents a classification of two-dimensional as well as three-dimensional fractals, fractal characteristics, methods for modeling fractals. The algorithm of visualization fractals have used in the "3D simulation of fractals" software for the first time. The points’ generator module unites the points of space into a set of triangular finite elements in the environment of the computing complex SCAD. Complex fractal geometry have transformed into a spatial finite element model of the fractal.

Keywords: fractal, non-Euclidean geometry, fractal characteristics, two-dimensional fractals, three- dimensional fractals, 3D modeling fractal, energy of fractal, iterations of modeling fractals

It implemented the problem of identification of damaged bearing beams span bridge structures using vibration diagnostics methods, taking into account experimental uncertainties associated with natural hazards and man-made processes. Method fault location is based on analysis of dynamic properties of the structure, such as the natural frequencies and mode shapes. The paper shows the study of finite element model of the bridge structure using the method of determining structural damage indicator based on the values ​​of waveforms normalization taking into account the values ​​of the oscillation area.

Keywords: damage detection, multi-girder bridge superstructure

Privedeny rezul'taty sravnitel'nogo analiza dorozhnykh konstruktsiy na uchastkakh avtomagistraley M-4 i M11 po kriteriyu ustalostnogo razrusheniya. Predstavlen sopostavitel'nyy analiz rezul'tatov po predlagaemoy metodike, osnovannoy na summirovanii deformatsiy, nakaplivaemykh v pokrytii za ves' srok ekspluatatsii, i normativnoy metodike ODN 218.046-01.

Keywords: proektirovanie, nezhestkie dorozhnye odezhdy, asfal'tobetonnoe pokrytie, ustalostnaya dolgovechnost', raschet

The paper considers arbitrarily supported arbitrarily loaded reinforced plate.on an elastic Foundation. Reinforced rods are parallel to the sides of the plate.. the Location and number of terminals is arbitrary. The shape and size of the rods is arbitrary. Plastro is considered as structurally orthotropic. To determine the deflection of the plate used in the method of Bubnov - Galerkin. The obtained expression-x) for the governing equations relative to the deflection plates.

Keywords: reinforced plate, elastic Foundation, structural orthotropism, the method of Bubnov - Galerkin

Grinding particulate materials by means of impact is one of the most effective methods , especially when you want to obtain fine and superfine grinding . The most significant drawback - rapid and uneven wear on the blades and pneumatic organs. To solve this problem it was proposed to organize the interaction of shock . However, implementation of this method requires the establishment of methods for calculating the parameters of flow , as the incident on the bump , and ref"lected from it .

Keywords: crushing blow , collision, the diameter of the mill , the material particle , bump , flow , interaction, wear

In this paper basic problems of safety control during metering complex development are observed. The system being analyzed was divided into two parts:low level (energy meters and GSM-concentrators) and high level (GSM-channel and server). These two parts analyzed before making models for each of them. The whole system is considered a queuing system, main techniques are observed. Analytic model is developed for low level of system, and imitational model is developed for high level. The most safety critical element is recognized. The resulting models could be used in future work as an event generators for analytic software.

Keywords: queuing system, modeling, imitational model, complex, energy resource, energysaving

In the article it describes the main disadvantages of modern methods of modeling of reinforced landslide slope behavior, proposed in our research approach and the results of calculation made in the developed software complex "Polus-W"

Keywords: reinforced landslide slope, limit state, finite element method, a stepper method, a continuous system, calculation

The article deals with the direct and alternative forms of nonlinear heredity hypothesis. A relation between the nuclei produce relaxation and direct and alternative formulations. The algorithm for solving the problem of small elastic-plastic deformations in view of the heredity material finite element method.

Keywords: nonlinear heredity, integral, function, creep kernel, theory of elasticity, strain, relaxation, creep, stress, finite element method

Article describes the method for preparation of a metal-organic framework (MOF)-based composite containing magnetic particles. Analysis of its physical and chemical properties was carried out, and the electrocatalytic activity of the composite in oxygen reduction reaction was estimated.

Keywords: magnetic particles, metal-organic frameworks, platinum-free catalysts, fuel cells, oxygen reduction reaction

This article discusses the engineering-geological investigations for the development of working documentation for the construction trestle of technological pipelines of CCGT-410 at Nevinnomyssk Gres. Offers recommendations to optimize development of design documentation for the construction trestle of technological pipelines.

Keywords: Geological Engineering, building, overpass, geology, soil, structure, project relief, operation, working documentation

The complete cycle of flat axisymmetrical problem solving is given in this paper: from getting the main resolving equation to solving the practical problem of polymeric tube creepage. Two non-linear laws of “stress-deformation” union are used: Maxwell-Gurevich law and Maxwell-Tomson law. Camparison and analysis of the obtained data are given, as in some cases it is enough to use Maxwell-Tomson equation than to use more complex Maxwell-Gurevich union equation. Solving of the problem is given with the use of numerical method – finite difference method. In the case of the temperature field, all physical-mechanical parameters of the material (elastic and relaxation) are taken as the temperature function. Thees, the non-uniformity of the material is considered. To determine the temperature field Furje heat transfer equation is used.

Keywords: axisymmetrical problem, non-uniformity, creepage, Maxwell-Gurevich union equation, Maxwell-Tomson union equation

"This article provides a solution of the plane contact problem with the use of a finite-element method. It presents the algorithms to determine the “node – response surface” contacting pairs through method of minimal penetration of contacting bodies. The article also contains the algorithm of rapid formation of the global stiffness matrix, taking into account the changes of the connections between mesh nodes for each iteration of solving in the Mathcad software."

Keywords: solution of the contact problem, flat stress strain state of the finite element method, Mathcad

The main changes in the koloristike residential interiors in the period from 2010 to 2015 based on the analysis of works by Russian dizaynerov.Proekty Russian designers were still at a high level, but have become more restrained, stylish, original, reflecting the pan-European trends in the development of interior design. Change the color palette for the interior, executed in the style of "Art Deco", "modern", "minimalism", "eco-style." Basically, the color palette has become more complex and sophisticated, perhaps less distinctive

Keywords: Colours, interior, design, palette, style, art deco, minimalism, modern, Ecostyle, color, private interiors, contrast

The new main changes in the composition koloristcheskoy facades of public buildings in the past decade based on an analysis of works of Russian and foreign architects .Proanalizirovany reasons that led to the creation of this type in polychrome facade structure. The reasons associated with the emergence of new types of building materials and design solutions zdaniy.Rassmotreny uses of these principles polychrome

Keywords: Colours, design, palette, styles, koloristcheskaya composition of the facade, polychrome, translucent and colored panels.

This paper proposes a method for detecting damage truss rod cantilever structure on the basis of new information sign "Express - distinguishing between" damage. It is based on the analysis of the phase diagrams for modeling its transient oscillations. Produced comparison of various parameters damped oscillations truss rod design for the structure without damage and corruption. Processed and analyzed the frequency response based on them phase diagrams. To analyze the response considered in the frequency range from 0 to 100 Hz. An analysis of the phase diagrams in different frequency regions design is presented as an information sign "Express - distinction" of having damage to the truss.

Keywords: Truss rod design, damage, finite element modeling, information sign, transient fluctuations of the amplitude-frequency analysis, phase diagrams

The article presents the dynamic calculation of hemispherical shells cover the carcass of the building "Winter Garden" Technopark RSSU. Finite element model of the object and the calculation is made in the software package Lira-cad. Flexural-torsional oscillations was produced on the basis of modal analysis. The construction scheme is changed by increasing the hardness of the coating. The scheme receive a new kind of a framework element. Using the findings of the calculations the conclusions were drawn and given recommendations about changing the constructive scheme of the unique building.

Keywords: hemispherical shell , frame , dome, modal analysis , dynamic analysis , the spectrum of frequencies , mode shapes , finite element method

The research problem of this article is the unequal settling of a sports and recreation complex – the part of the Rostov State Building University's technopark –in a process of fiberwise soaking of subsoil. It describes the simulation of emergency soaking of foundation soil using ANSYS software. The paper presents an analysis of calculation results at different stages.

Keywords: unique building, unequal settling, subsidingsoil, emergency soaking, Finite element method.

The article presents a review of recent projects of arch designs, work on their research. Arch structures are widely used in construction since ancient times. The Romans were the first to use the arch of considerable size, and some of them survived until our days. One of the examples of arch structures in Roman architecture is the Roman aqueduct of Pont du Gard. Accident arched constructions mostly occur due to buckling of the entire structure. Risk of accident from loss of stability is especially great because buckling can occur suddenly. The loss of stability as possible out of plane and in plane. Flat design farm, arches, frame resistance to bending in the plane of the structures than from the plane. Cases of accidents of industrial and civil constructions, which occurred from buckling lateral torsional buckling is little known. Buckling lateral torsional buckling of structures, working in transverse bending, is given little attention, as it is believed that if and has in some cases place, it would not lead to accident due to their shared relationship of beams with other designs.

Keywords: arch, stability, nonlinear analysis, fixed arch, out-of plane bucling strength, critical load amplifier

The article contais numerical analytical solution of the contact problem with termal creep of main material, based on the limited precision of machine arithmetic and practical significance of the result. A solution of the 2nd kind Volterra integral equation , which is the main task of resolving equations is made by replacing the integrand function and the introduction of "conditional indefinitely". The article contais analysis of the behavior of the function with all changes.

Keywords: "solution of the plane contact problem numerical solution material termal creep"

"The article treats the issues of data exchange between Mathcad and Gmsh. To solve this problem built-in and predefined functions are used in Mathcad without recourse to UFI tools. The solution proposed in the article is connected with importing a mesh with a complex topology into Mathcad for further processing with the use of numerical methods. The solution involving a partially automated transmission of the results of calculations in the nodes of spatial mesh cells for further visualization is also considered in the article."

Keywords: visualization of numerical results, transfer mesh with complex topology, Gmesh, Mathcad

The calculation of the stress-strain state of the digital carrier panel antenna array mounted on the ship's match. Calculations are performed in the static case, when different types of pitching at a constant angular speed and variable angular speed. It is shown that the effect of roll has a significant influence on the stress-strain state of the panel, and its account at a variable angular velocity is a prerequisite for carrying out these calculations

Keywords: "carrier board, the pitching of the ship, the angular velocity, angular acceleration, stress, strain, statistics "

The article presents the dynamic calculation of a unique building’s structure with spatial slab-bar scheme in the action of wind loads with the static and dynamic components of the wind load, using the finite element method. Simulation of the wind effect was produced on the basis of modal analysis. There were determined horizontal and vertical relocations of the node points. Using the findings of the calculations the conclusions were drawn and given recommendations about changing the constructive scheme of the unique building.

Keywords: unique building; wind load; modal analysis; pulsation component; a building’s structure; finite element method

A certainly-element model is worked out soil-fundamental flag-overhead structure. The tensely-deformed state of fundamental flag is investigational taking into account the models of Winkler and Pasternak. On results a calculation charts are got diagrams sinking of fundamental flag.

Keywords: certainly-element model, Winkler elastic foundation, Pasternak elastic foundation,, coefficient of subgrade resistance, sinking of fundamental flag, stress-strain state

"The article presents a new method for preparing fine-grained concrete mixtures. The mixture contains Portland cement, silica sand, disperse mineral micro stuff agent and additive superplasticizer. How micro stuff agent used opal - carbonate- kristabolitovyh kremnizemistyh flasks. As a plasticizer was injected superplasticizer POLYPLAST SP-1. New method of preparing fine-grained concrete mix is enclosed in a change of the order of mixing the components and homogenizing. The concrete mixture should be mixed in two stages. The first stage was stirred cement, micro stuff agent, a portion quartz sand and a portion of the mixing water. In the second stage added the rest of the sand, water and superplasticizer. Then finally all the components are stirred until a homogeneous mixture. This method provides reduction of cement consumption by 15% and the superplasticizer by 25%. The proposed method is protected by patent for the invention № 2535321. "

Keywords: fine-grained concrete. disperse mineral micro stuff agent. additive superplasticizer, the method of preparation of the mixture

We investigated the creep of concrete arches based on the following theories: the theory of linear creep by Harutyunyan-Maslov, kinetic theory, the theory of flow, theory of aging, and nonlinear theory of Y. Gurieva. We considered viscoelastic model of the concrete, ie total strain was represented as the sum of elastic strain and creep strain. Solution of the problem was carried out by finite element method. We considered the arch rigidly clamped at the ends and loaded with a uniformly distributed load. Graphs of growth of deflection and stress distribution in the reinforcement and concrete are represented. We obtained the substantial redistribution of stress between the reinforcement and the concrete during creep: in reinforcement stresses increased and in concrete stresses decreased. The strongest redistribution occurs on the theory Y. Gureva.

Keywords: reinforced concrete arch, creep theory of heredity, aging theory, the theory of flow, kinetic theory, finite element method, stress-strain state