The task of identification of defects in rods with different variants of fastening. In the basis of lies method parameter identification based on an analysis of the frequencies and parameters of natural modes of the structure. Built model of the rod design has defects fluctuations, using finite element of the complex 

Keywords: Defect, damage, rod, the oscillations of the cantilever rod

This article discusses the design of complete large- schools, school building maintenance problems complexes contradictions relevant requirements of normative documents . Analyzes the space-planning decisions , tsvetofakturnye using modern environmentally friendly and durable materials and technologies in the finish, including vandal-proof coating. Designers have been carefully studied dedicated land for future construction of a school complex with a view to the most rational "landing" of the school building , to provide the necessary sanitary requirements , insolation and aeration territory , reliable solution that reduces the cost of running the building.

Keywords: design, stroiteotstvo, space-planning decisions, decoration, interior

In this article the basic parameters required for residual life assessment and life extension of the technical condition of water or long operated facilities. Inlet water or prolonged use many facilities design elements out of order it - complete destruction of concrete structures water conveyance structures, the formation of defects, normal operational performance of the design water conveyance facilities, such as violation of butt joints, as well as the destruction of the individual elements of the structure, etc. During the development of methods for extending the life cycle of water conveyance structures are obtained by the use of impervious geotextile cover that make for a correct evaluation of residual life of structures may extend its operational life cycle. The question arises of the need for correct and timely manner and to assess the remaining amount of the carrying capacity of water conveyance structures, to evaluate the technical condition and extend its life cycle. To do this, we can apply the proposed impervious geotextile cover. 

Keywords: hydraulic structures, water-conducting structures, life cycle, residual life, technical condition

This article discusses the implementation of the Children's Art School in additional pre-service education programs. Additional education poses the problem corrections professional training plans and programs for the development of the educational process. The aim of any school , including the school of arts is - provide an opportunity for the development of multifaceted abilities of each student's development needs and readiness for self-education , and for this it is necessary to create the conditions for such an educational environment that will allow full self-realization of every child regardless of the family's capacity and power giftedness.

Keywords: design, stroiteotstvo, space-planning decisions, decoration, interior

Cracking of reinforced-concrete elements with holes is examined. Comparison of theoretical and experiment moments of crack’s  formation during torsion, and during intensive torsion with twist. Formula for practical calculations of cracking of reinforced-concrete elements with holes during torsion and formula for estimate of cracking of reinforced-concrete elements with holes during intensive torsion with twist is suggested.

Keywords: Crack, twist, torsion, reinforced-concrete, elements, hole, beam

The article deals with the analysis of the application of the method of NS. Strelets for the static calculation of construction structures. It is proposed on the basis of the probabilistic-statistical method NS. Streletsky instead of the normal laws for operating voltages and strength apply laws with a shift, in particular, the law of the Weibull with three parameters and the Fisher-Тippet. It is proposed to make the transition to the parameters of the totality of the finite volume that will allow to increase the accuracy of calculation of probability of failure-free operation and the proposed probabilistic safety, and also to optimize the probability of trouble-free operation of construction structures

Keywords: optimization, design, construction, steel, sample, weibull, fisher-tippet

The article is devoted to the peculiarities of eclecticism in the central part of the city of Rostov-on-Don at the turn of the XIX - XX centuries. The Russian architecture in the years 1840-1850. prevailing eclecticism. All the variety of its variants is reduced in the Russian architecture in two varieties: the first of which dates back to the tradition of a warrant (neogrek, Renaissance, Baroque, Rococo, pampeyansky), and the second - to the non-classical heritage (Byzantine, Russian, Gothic, Romanesque styles). In Rostov architecture became widespread both varieties. This was facilitated not only the diversity of life in the city, the intensive development of trade industry, generating a variety of new types of buildings, but also the technical progress by which the means of production have changed.

Keywords: city​​, eclectic architecture, building, shape

The article is devoted to a brief presentation style features Constructivism in the city of Rostov-on-Don. The construction boom in the city begins with the 1920s, a new style of Constructivism, had already fully declared itself in the capital. In the early 1930's. architectural development in Rostov took the path of development of the principles of the avant-garde. The very principles and forms of avant-garde come to the Rostov practice with some delay - as a kind of well-established tradition, continuity of development projects in Rostov architects

Keywords: city​​, style, shape, avantgarde facade

"Examines the relationship of the concepts on the example of post-war reconstruction of post-war reconstruction of the city of Rostov-on-Don.
In 1945, the Chairman of the Committee on Architecture AG Mordvinov announced seven conditions under which you can create the city.
In 1945, the development of the urban plan of rebuilding the city of Rostov-on-Don was appointed academician of architecture VN Semenov.
In 1949. master plan was finalized at the construction site.
In general, the basic idea of the architect was executed. Among the fifteen cities prone to restore the city of Rostov was restored in all seven conditions put forward by the Chairman and the Committee for Architecture AG Mordvinov, projected architecture academician VN Semenov and given a reality by means of the chief architect of YA Rehbein."  

Keywords: master plan, concept, post-war reconstruction, the condition of the city

Today, there are a large number of systems and models of construction of multi-storey buildings, designed and constructed in the city of Rostov-on-Don. High-rise buildings have significant features that distinguish them from traditional buildings. Design of such buildings is solved in a frame-monolithic design and involves attention to a number of problems. Updated building codes (SP), which appeared last years the regulatory approach to the design and construction of high-rise buildings.

Keywords: high-rise building, monitoring, increased requirements, fire safety

  Modelling results of technical state of long-operated bridge crossings across conveyance structures are given in the article. As a result of the experiment a solid-state model for bearing element of a bridge crossing across conveyance canals was constructed. The stress-strain state of ferroconcrete bearing elements under various load combinations is considered. As a result of numerical experiments carried out zones of forming defects and damages on bearing elements of bridge crossings across conveyance canals were marked out. These zones may have characteristic damages of the same type that makes it possible to regulate the process of laying georadar sounding profiles and defining points in which it is necessary to measure concrete strength when conducting inspections on location. In this connection modeling defects on a column by way of formation voids and ferroconcrete unseals with diameters from 50 mm to 100 mm was carried out. Intensive danger threshold for forming voids and ferroconcrete unseals beginning from 100 mm diameter was fixed.

Keywords: hydraulic structures, conveyance structures, bridge crossings, operation monitoring, modeling, technical state, solid-state model, danger threshold, voids, unseals

Software and hardware solution for the operational monitoring of the technical state of water conveyance structures designed to determine the various parameters of defects and damages, as well as of the forecast period the residual life of their members. It can be used to estimate the geometric parameters of each defect, namely - the location, depth, width, height, and operational evaluation of residual life - namely, predicting the total number of cycles of freezing and thawing, as the last for the period of operation, and the remaining to loss of bearing capacity of concrete elements water conveyance structures, and complex influence of several factors on the reliability of the plant and the most characteristic of them is abrasion, leaching processes and the degree of wear on sites with different hydraulic characteristics. Software and hardware solution can be equipped with various combinations of frames, copies the form of water conveyance structures.

Keywords: the hydraulic engineering constructions which are water carrying out channels, nondestructive control methods, a residual resource, modeling, and a technical condition

  At present the results of a visual inventory of most of the water bearing structures in Russia is in a state that requires a major overhaul. Practice shows that, after this period of time, facilities continue to operate without being replaced by new ones, and sometimes even without a thorough reconstruction, to restore and reconstruct the existing structures on the basis of emerging new and previously used reliable technology. The object of the study was considered Tashla underwater pipeline right-Yegorlykskaya channel. In the numerical formulation of mathematical experiment task was to scientifically determine the reliability of structures for such a long life (50 years), with different types of defects and damage. All calculations were performed on a certain software product SolidWorks, which is based on the method of finite elements and superelements.

Keywords: hydraulic structures, water-conducting channels, inverted siphons, non-destructive inspection methods, modeling, technical condition.

  In article the key parameters necessary for an assessment of a residual resource are considered and the conclusion, about lack of an effective method of an assessment of a residual resource for hydraulic engineering constructions is drawn. An overall objective of carrying out operational monitoring of a technical condition of water carrying out constructions are identification of deterioration of degree of physical wear, the reasons causing their condition, the actual operability of elements and development of actions for providing their various operational parameters, and also the description of a technical condition. The risk of failures and defects on vulnerable objects which many water carrying out constructions - tunnels, channels concern, dyuker, lotkovy channels and pipelines is most dangerous.

Keywords: the hydraulic engineering constructions which are water carrying out channels, nondestructive control methods, a residual resource, modeling, a technical condition.

The technique of carrying out of inspections of buildings is considered{ at their reconstruction with use of scientific methods of researches (a method expert estimations other). The analysis of the received results allows to develop technical decisions of restoration of reliability of work of designs

Keywords: Reconstruction of buildings, natural inspections, method of expert estimations, operational reliability of designs

The question on the scientifically-grounded choice of protection of building designs at the enterprises with excited environments which mechanism on materials of designs is insufficiently investigated is considered. (aggressive technological environments of the medical enterprises)

Keywords: Corrosion destructions, building designs, excited environments, protection against corrosion

The possibility of carrying out the repair work intumescent fire retardant coating of cable type, end-of-life and Regulated lost their fire-resistance rating, with modern high-performance flame retardant formulations vspuchichvayuschihsya

Keywords: Retardant cable coating, fire-retardant efficiency, lifetime, maintenance and rehabilitation

Joining of heating systems to heat networks through dependent scheme for a low required pressure always causes with some difficulties in the selection of hydraulic elevator mixing. The article deals with the usage of a certain method of calculation with certain adjustments for a particular purpose of heating of a residential building. The calculated data can be compared with reference values from the specified literature. The method used is to be accepted with minimal required pressure (98÷118 kPa) before the elevator mixing.

Keywords: Hydraulic elevator, pressure differential, heating system, required pressure, law of energy conservation.

The concept of high-rise building. The concept of a skyscraper. The installation conditions of these buildings. Structural basis for high-rise buildings. Installation of kernel hardness. Sustainability and spatial rigidity of high-rise buildings. Way to perform a monolithic kernel hardness. Particularly the construction of high-rise buildings in hot climates. Technology features pouring concrete in hot climates. The implementation of "green" ideas to improve the environmental situation in the region. Reducing the need for air conditioning. The use of monolithic construction. Life-support system in a tall building.

Keywords: tall buildings, skyscrapers, kernel hardness, prestressed concrete, hot climate, the life support system

In this article considered the questions related to the strength of normal sections in reinforced concrete beams, in which steel reinforcement is completely or partially replaced by a fiberglass rod. It was established that the strength of such beams is less, but the strain is significantly higher compared to the traditional reinforced. Calculating with current standards dramatically overstates theoretical bearing capacity of these beams with composite reinforcement

Keywords: concrete, reinforced concrete, strength, normal sections, steel, fiberglass reinforcement GFRP, composite materials, research

In this article considered the questions related to how the deformability is influenced in concrete beams, in which steel reinforcement replaced with fiberglass GFRP or a combination (hybrid). The latter is very important, as the current standards do not account the increased in strength of composite reinforcement, whereas its elasticity modulus is lower than the elasticity modulus of steel reinforcement.

Keywords: concrete, reinforced concrete, strength, deformability, steel, fiberglass reinforcement GFRP, composite, the modulus of elasticity, deflection

Questions of decrease in an expense of materials and work expenses are considered at the device of the bases reinforced by elements of increased rigidity.

Keywords: reinforcing elements, prosadochny soil, strengthening of the bases

The problem of a radial compressive stress in the sample to assess their impact on the parameters of these stresses pressing indentors

Keywords: Diagnostics, resource efficiency, mechanical properties, strength, ductility, hardness, toughness, nondestructive testing, destructive

We consider the problem of pressing a conical indenter in pre-compressed radial force elastoplastic medium. The influence of the initial stresses on the parameters of the indentation.

Keywords: Diagnostics, resource efficiency, mechanical properties, strength, ductility, hardness, toughness, nondestructive testing, destructive

In the scope of the article the problem of heat and humidity structural damage’s adverse effect on energy efficient building maintenance is considered. The main object of the research is the calculation and analysis of thermal bridges as a considerable factor, making worse the energy efficient building qualities. First the analysis of the most widely-spread structural damages were examined, then the thermal bridges estimation on the basis of Austrian software „AnTherm“ was carried out which represents an universal software package of thermal bridges damaged structural thermodynamic behaviour’s analysis. The calculation of a 60th year building house’s structural junction of foundation plate and wall was carried out. The results enable us to draw a conclusion that the researched structural junction doesn’t create any conditions for the thermal bridges formation.

Keywords: energy efficiency, heat and humidity structural damages, thermal bridges, building construction, foundation, foundation wall, foundation plate, thermal resistance, thermal conduction, mineral wool, thermal insulation, transmission loss