PRACTICAL APPLICATION OF NEW TECHNOLOGIES IN THE COURSE OF CONSTRUCTION OF MODERN BUILDINGS AND STRUCTURES (AS EXPEMPLIFIED BY MOSCOW-CITY INTERNATIONAL BUSINESS CENTRE)

Vestnik MGSU 4/2012
  • Sinenko Sergey Anatol'evich - Moscow State University of Civil Engineering (MSUCE) Professor, Doctor of Technical Sciences, Department of Computer-Aided Design in Civil Engineering, +7 (495) 287-49-14, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Emin Èriširgil - Summa A.S architect, project manager, Summa A.S, .
  • Grabovyy Petr Grigor'evich - Moscow State University of Civil Engineering (MSUCE) Professor, Doctor of Economics, Department of Construction Processes and Real Estate Management, +7 (495) 967-43-50, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Vil'man Yuriy Avgustovich - Moscow State University of Civil Engineering (MSUCE) Professor, Doctor of Technical Sciences, Department of Construction Technology, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
  • Grabovyy Kirill Petrovich - Moscow State University of Civil Engineering (MSUCE) Professor, Doctor of Economics, Department of Construction Processes and Real Estate Management, +7 (495) 210-89-34, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 165 - 169

Technological peculiarities of high-rise buildings and structures are considered on the basis of the multifunctional 70-storeyed building («Moscow City»).
The application of advanced design techniques has proven their efficiency. Advanced methodology of design has reduced the time and cost of design due to repetitive use of the information accumulated in the course of design development, timely information support throughout the whole project development period, and the quality and timeliness of decision-making in terms of technology-related issues. The new design methodology was, to some extent, implemented by means of assurance of the standard functionality of construction-related systems and organizational actions, and through the customization of the system to assure the implementation of both the new functions and the methodology-related solutions.

DOI: 10.22227/1997-0935.2012.4.165 - 169

References
  1. Afanas'ev A.A., Korol' E.A., Kagan P.B., Komissarov S.V., Zueva A.V. Tekhnologicheskie osobennosti vozvedeniya vysotnykh zdaniy [Technology-related Peculiarities of High-Rise Construction]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 6, pp. 369—373.
  2. Sinenko S.A., Lebedeva I.M. Problemy realisticheskoy vizualizatsii organizatsionnotekhnologicheskikh resheniy v srede AutoCAD [Problems of Realistic Visualization of Organizational and Technology-related Solutions in the AutoCAD Medium]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 8.

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PECULIARITIES OF TECHNOLOGY AND MECHANIZATION OF CONSTRUCTION OF MULTI-STORIED BUILDINGS

Vestnik MGSU 4/2012
  • Vil'man Yuriy Avgustovich - Moscow State University of Civil Engineering (MSUCE) Professor, Doctor of Technical Sciences, Department of Construction Technology, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
  • Sinenko Sergey Anatol'evich - Moscow State University of Civil Engineering (MSUCE) Professor, Doctor of Technical Sciences, Department of Computer-Aided Design in Civil Engineering, +7 (495) 287-49-14, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Grabovyy Petr Grigor'evich - Moscow State University of Civil Engineering (MSUCE) Professor, Doctor of Economics, Department of Construction Processes and Real Estate Management, +7 (495) 967-43-50, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Grabovyy Kirill Petrovich - Moscow State University of Civil Engineering (MSUCE) Professor, Doctor of Economics, Department of Construction Processes and Real Estate Management, +7 (495) 210-89-34, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Korol' Elena Anatol'evna - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Department of Production Management and Renovation, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Kagan Pavel Borisovich - Moscow State University of Civil Engineering (MSUCE) Candidate of Technical Sciences, Associated Professor, Department of Information Systems, Technologies and Automation in Construction, + 7 (495) 741-63-68, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 170 - 174

Peculiarities of operating processes and mechanization of construction of modern multi-storied buildings and structures are considered by the authors. Principles of the robotized construction technology with the due account for multi-storied buildings are proposed in the article.
Advanced machinery and tooling employed in hi-rise construction operations (including cranes, building structures, installation and mounting devices) fail to be mutually adjustable. Therefore, cranes are capable of performing only one of 16 - 20 operations; the remaining operations are performed manually by the workers. The labour expenditures of workers exceed the time period of cranes in operation 4- to 5-fold.
The position of a building structure inside the building is based on the Cartesian coordinate system; any installation device must have a locating tool equipped capable of moving structural units alongside , and axes and of rotating them about the above axes. Thus, the machinery must be able to move building structures pursuant to six motion patterns.
High positioning accuracy requires a double-staged installation procedure. At Stage 1, a structural unit is relocated by crane mechanisms from the hard grip zone at maximal speed to assure maximal accuracy. At Stage 2, the new locating tool must move the structural unit at the minimal speed to accommodate it into its design position.
Erection performance rate may be improved by reducing the time period when the crane is in operation both in the automated and manual modes by converting the cyclical construction process into a continuous conveyor-type process (the crane construction is to be modified), and by introducing new joints into building structures to assure the self-locking and hard grip with a view to efficient manipulations and high-accuracy positioning.
Besides, an important constituent of the problem of improvement of the erection process represents the factors that may boost the labour productivity. These factors include the accounting of the machine time and the manual working time, as well as the time period of the whole erection process.

DOI: 10.22227/1997-0935.2012.4.170 - 174

References
  1. Vil'man Yu.A. Tekhnologiya stroitel'nykh protsessov i vozvedeniya zdaniy. Sovremennye progressivnye metody [Technology of Building Processes and Erection of Buildings. Advanced Methods]. Moscow, ASV Publ., 2008, 336 p.
  2. Telichenko V.I., Korol' E.A., Kagan P.B., Komissarov S.V., Arutyunov S.G., Afanas'ev A.A. Upravlenie programmami i proektami vozvedeniya vysotnykh ob"ektov [Management of Programmes and Projects of Erection of High-rise Buildings] Moscow, ASV Publ., 2010, 144 p.
  3. Afanas'ev A.A., Korol' E.A., Kagan P.B., Komissarov S.V., Zueva A.V. Tekhnologicheskie osobennosti vozvedeniya vysotnykh zdaniy [Technological Peculiarities of Construction of High-rise Buildings]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 6, pp. 369—373.

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TECHNOLOGY OF ERECTION OF PRECAST FRAME BUILDINGS AT NEGATIVE TEMPERATURES

Vestnik MGSU 4/2012
  • Afanas'ev Aleksandr Alekseevich - Moscow State University of Civil Engineering (MSUCE) Professor, Doctor of Technical Sciences, +7 (495) 287-49-14, ext. 31-25, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.

Pages 175 - 180

In the article, the author describes the technological peculiarities of erection of frame buildings at negative temperatures. The author also demonstrates structural and technological peculiarities of prefabricated frame elements. The author also speaks about the technology of prefabricated production of stacked columns, pre-stressed girders, beams and hollow core slabs.
It is proven that the frame system is applicable for the construction of industrial, residential and office buildings that may have different numbers of storeys and that are flexible in terms of design concepts. Besides, the author describes the technological peculiarities of the assembly of structural elements, their temporary and permanent fixing.
The author also provides basic requirements applicable to the technology of grouting of column-to-girder joints and hollow slabs designated for a cased frame. The article also contains an analytical solution of the heat conductivity equation that describes the period of heating of connected elements. The solution makes it possible to use numerical methods to identify the depth of heating of girders and columns, depending on the ambient temperature and the duration of exposure to the heat.
The author has also analyzed the technology of grouting of precast structure joints at negative temperatures in the event of pre-heating of structural elements to be connected and the heating of the concrete mix with heating wires. The author has identified the range of rational heating modes for structural joints on the basis of the parameters of negative temperatures.

DOI: 10.22227/1997-0935.2012.4.175 - 180

References
  1. Schembakov V.G. Sborno-monolitnoe karkasnoe stroitel'stvo [Precast Monolithic Frame Construction]. Cheboksary, 2004. 96 p.
  2. Afanas'ev A.A., Minakov Yu.A. Otsenka teplovykh poley pri uskorennykh metodakh tverdeniya betona v monolitnom domostroenii [Assessment of Thermal Fields as part of Methods of Accelerated Hardening of Concrete in Monolithic House Building]. Sbornik “Teoreticheskie osnovy stroitel'stva” [Collected Works. Theoretical Foundations of Construction]. Moscow, 1999, pp. 16—22.
  3. Tikhonov A.N., Samarskiy A.A. Uravneniya matematicheskoy fiziki [Equations of Mathematical Physics]. Moscow, Nauka Publ., 1966, 724 p.
  4. Mironov S.A. Teoriya i metody zimnego betonirovaniya [Theory and Methods of Winter-time Concreting]. Moscow, S.K. Publ., 1975, 700 p.
  5. Afanas'ev A.A., Selischev K.S. Tekhnologii omonolichivaniya stykov pri vozvedenii karkasnykh zdaniy [Technology of Grouting of Joints in Construction of Frame Buildings]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2010, no. 4, pp. 34—38.
  6. Gmyrya A.I., Korobkov S.V. Tekhnologiya betonnykh rabot v zimnikh usloviyakh [Technology of Concrete Works in Winter Conditions]. Tomsk, TGASU [Tomsk State University of Architecture and Civil Engineering], 2011, 411 p.

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DEVELOPMENT OF THE ALGORITHM AND THE COMPUTER-AIDED PROGRAMME FOR OPTIMIZATION OF THE PROCESS OF SELECTION OF THE TRENCHLESS METHOD OF RENOVATION OF PRESSURE AND PRESSURE-FREE PIPELINES

Vestnik MGSU 4/2012
  • Orlov Vladimir Aleksandrovich - Moscow State University of Civil Engineering (National Research University) (MGSU) Doctor of Technical Sciences, Professor, Head of the Department of Water Supply and Waste Water Treatment, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Zotkin Sergey Petrovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Professor, Department of Informatics and Applied Mathematics, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Orlov Evgeniy Vladimirovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Scienc- es, Associate Professor, Department of Water Supply, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Maleeva Anna Vladimirovna - Moscow State University of Civil Engineering (MSUCE) master student, Department of Water Supply, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russ; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 181 - 186

The factors of impact onto the process of selection of the optimal method of renovation of pressure and pressure-free pipes are considered in the article. The programme algorithm, input and output user information, the sequence of actions within the framework of the user-to-software interaction are presented, and the optimal renovation method is provided. The software programme is designated for researchers, designers and specialists of construction companies and design firms.
The output data are arranged as a bar chart that covers the cost of work, the timing of work, as well as the time, technology and hydraulics-related factors that impact the choice of a trenchless renovation method characterized by the smallest average-weighted indicator.

DOI: 10.22227/1997-0935.2012.4.181 - 186

References
  1. Khramenkov S.V., Orlov V.A., Khar'kin V.A. Optimizatsiya vosstanovleniya vodootvodyashchikh setey [Optimization of Repair of Water Disposal Networks]. Moscow, Stroyizdat Publ., 2002, 159 p.
  2. Orlov V.A. Stroitel'stvo i rekonstruktsiya inzhenernyh setey i sooruzheniy [Construction and Restructuring of Engineering Networks and Structures]. Akademiya Publ., 2010, 301 p.

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REMOTE MEASUREMENT OF RADIOACTIVE CONTAMINATION OF TERRITORIES BY THE UNMANNED DOSIMETRIC SYSTEM

Vestnik MGSU 4/2012
  • Kaliberda Inna Vasil'evna - NTC Energobezopasnost" [Scientific and Technical Centre for Power Safety] Doctor of Technical Sciences, Deputy Director, +7(495) 787-42-20, NTC Energobezopasnost" [Scientific and Technical Centre for Power Safety], Building 1, 2 Krasnobogatyrskaya Str., Moscow, 107564, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Bryukhan' Fedor Fedorovich - Moscow State University of Civil Engineering (MSUCE) Professor, Doctor of Technical Sciences, +7 (495) 922-83-19, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 186 - 194

Radiation emissions within territories that accommodate nuclear power facilities are monitored by stationary gamma radiation measuring systems. Any facilities that may contemplate the hazard of radioactive emissions must meet the safety requirements both in terms of normal conditions of their operation and in case of accidents. Thus, radioactive materials now in use must comply with strict rules.
The account for and control of radioactive materials, their proper application, compliance with the rules and security measures minimize their impact on the environment. However, the loss of professional control over the above materials (various emergencies, losses in the course of transportation, plunders) may involve serious consequences.
One of the most effective ways of reconnaissance of territories exposed to radioactive contamination to assure the search for the sources of radionuclides represents remote measurement of surface gamma radiation performed by radiation meters installed on unmanned airborne vehicles (UMAV). The main advantage of UMAV is that it may be used as the carrier of radiation meters. In addition to the gamma radiation meter, the system can take a video of different sources of hazards.
The article demonstrates the results of tests of the unmanned radiation meter designated for remote sensing of the surface gamma radiation. The option of assessment of the intensity of the radiation and the concentrations of radionuclide fields is considered. It is noteworthy that the technology of remote scanning of the area can also be used for environmental surveying, technical inspection of structures and buildings, fire detection, photography of high-voltage lines and other facilities located in remote areas.

DOI: 10.22227/1997-0935.2012.4.186 - 194

References
  1. Kettunen M., Nikinen M. Gammajet Fixed-Wind Gamma Survey for the Detection of Radioactive Materials: Finnish Support to IAEA. STUK-YTO-TR 185, Helsinki, 2002, 38 p.
  2. Vasilin N.Ya. Bespilotnye letatel'nye apparaty [Unmanned Airborne Vehicles]. Minsk, Popurri Publ., 2003, 269 p.
  3. Elokhin A.P., Safonenko V.A., Pchelintsev A.V. and others. Metod distantsionnogo opredeleniya kontsentratsii radionuklidov v vozdushnom vybrose radiatsionno opasnykh predpriyatiy [Method of Remote Identification of Radionuclide Concentrations in Air Emissions of Enterprises That Are Hazardous for Radiation Emissions]. Ekologicheskie sistemy i pribory [Ecological Systems and Devices]. 2007, no. 5, pp. 9—15.
  4. Elokhin A.P., Safonenko V.A., Ulin S.E. and others. Primenenie bespilotnogo dozimetricheskogo kompleksa dlya opredeleniya kontsentratsii radionuklidov v atmosfere v usloviyakh radiatsionnykh avariy [Use of Unmanned Radiation Meters to Identify the Concentration of Radionuclides in the Atmosphere in the Event of Radiation Accidents]. Yadernye izmeritel'no-informatsionnye tekhnologii [Nuclear Measurement and Information Technologies]. 2007, No. 3 (23), pp. 28—34.
  5. Report of the scientific research project implemented under State Contract no. 41-GK/2007 of 14.09.2007. Register No 0120.0800604. Development of the model of an unmanned radiation meter for comprehensive monitoring of nuclear facilities and the neighbouring territories, as well as the identification of concentrations of radioactive gas-aerosol admixtures, emitted into the atmosphere in the aftermath of a radiation accident at radiation intensive facilities. Moscow, FGU «NTC Energobezopasnost», 2007.
  6. Certificate of approval of measuring instruments. Moscow, the RF Committee for Standardization, 2003.
  7. Beschastnov S.P., Naydenov A.V. Diffuzionnye modeli strui gazoaerozol'noy primesi dlya lokal'nykh sistem radiatsionnogo monitoringa [Diffusion Models of a Gas-aerosol Admixture Stream for Local Radiation Monitoring Systems]. Atomnaya energiya [Atomic Energy]. 2000, vol. 88, no. 6, pp. 464—470.

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APPLICATION OF THE INSTANT HOT WATER DISPENSER INTEGRATED INTO THE INTERNAL WATER SUPPLY SYSTEM OF RESIDENTIAL BUILDINGSAS AMETHOD OF SAVING POWER AND OTHER RESOURCES

Vestnik MGSU 4/2012
  • Orlov Evgeniy Vladimirovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Scienc- es, Associate Professor, Department of Water Supply, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 195 - 199

The author compares the instant water boiling technology and the use of electric teapots in the article. Strengths and weaknesses of the instant water boiling technology and its integration into the internal water supply system are also demonstrated.
Aqua Hot 98 instant hot water dispenser is capable of heating up to 60 cups in an hour, while consuming 20 % of the electric power needed to boil the water on a stove or in an electric tea pot. Besides, the water is ready for consumption at any moment of time.
The amount of water heated by the instant hot water dispenser is the one that is needed at a particular moment of time; electric power and water consumption rates are efficient enough to guarantee substantial reduction of utility payments.
Given the fact that Aqua Hot 98 instant hot water dispenser is also capable of supplying cold filtered water, the proposed technology is more economical and ecological that bottled water supply, as plastic bottles accumulated at junkyards damage the environment.
The weakness of the proposed technology is its cost, as it is far more expensive than an electric kettle.

DOI: 10.22227/1997-0935.2012.4.195 - 199

References
  1. Nanasova S.M., Mihajlin V.M. Monolitnye zhilye zdanija [Monolithic Residential Buildings]. Moscow, ASV Publ., 2010.
  2. Kedrov V.S., Lovcov E.N. Sanitarno-tehnicheskoe oborudovanie zdaniy [Sanitary and Engineering Equipment of Buildings]. Мoscow, Stroyizdat Publ., 1989.
  3. Official web-site of InsinkErator, available at: http://www.insinkerator.ru/. Date of access: 20.02.2011.

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NATURE OF WAVE PROCESSES AND THEIR INTERACTION WITH Tidal power PLANTS

Vestnik MGSU 4/2012
  • Alekseeva Ol'ga Aleksandrovna - Moscow State University of Civil Engineering (MSUCE) , Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 200 - 203

The author examines the nature of wave processes and their impact on the operation of tidal power plants. The article also has an overview of both operating and prospective tidal power plants in Russia and worldwide. Patterns of tidal fluctuations and the intensity of their driving forces are also considered in the article. The author discloses the origin of tides in terms of elementary physics and hydraulics. The author covers various aspects of formation of different types of inequality of tides caused by alterations in the mutual positions of the Sun and the Moon in relation to the Earth, variable declination of tide-generating luminaries (the Sun and the Moon) in relation to the plane of the Earth equator, and variable distance between the luminaries and the Earth. The author analyzes wave-related phenomena, including refraction, diffraction and interference, their origin and influence onto the properties of waves. The author also covers the origin of advancing and standing waves, or waves of mixed origin, and the impact of the wind onto the characteristics of wave fluctuations. The author provides suggestions regarding potential methods of their control that can affect the essential concept of construction of tidal power plants.

DOI: 10.22227/1997-0935.2012.4.200 - 203

References
  1. Bernshteyn L.B. Prilivnye elektrostantsii [Tidal Power Plants]. Moscow, 1987. 296 p.
  2. Bezrukov Yu.F. Okeanologiya. Dinamicheskie yavleniya i protsessy v okeane [Oceanology. Dynamic Phenomena and Processes in the Ocean]. Part 2. Taurida National V.I. Vernadsky University, 2006.
  3. Pilyaev S.I., Gubina N.A. Volnovye raschety pri proektirovanii portov [Wave Calculations as Part of Design of Ports]. Moscow, MSUCE, 2010, 96 p.

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NORMATIVE REGULATION OF APARTMENT BUILDING MANAGEMENT

Vestnik MGSU 4/2012
  • Demin Aleksandr Vasil'evich - Moscow State Academy of Municipal Engineering and Construction (MSAMEC) City Center for Residential Housing Subsidies Associated Professor, Candidate of Technical Sciences, Department of Municipal Services, Director, State Authority of the City of Moscow, +7 (495) 737-41-02, Moscow State Academy of Municipal Engineering and Construction (MSAMEC) City Center for Residential Housing Subsidies, Building 2, 2 Malaya Sukharevskaya Square, Moscow, 127794, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 204 - 2013

The article covers essential legal and structural transformations designated to boost the development of the system of management of housing resources of the Russian Federation. The housing sector has not taken advantage of the competitive environment to foster the housing management and maintenance systems, as no rigorous contractual relations may be established absent of regular and sufficient funding. The equity ownership to the common property of an apartment house gave rise to new legal relations and to the alteration of the function of the real estate management. According to the legislation of the Russian Federation, no owner of any item of residential or nonresidential property can independently manage the common property in a residential housing building, as it is inseparable from other premises of apartment buildings; therefore, it cannot be the subject of an independent agreement.
The article also covers the method of apartment building management, or the choice of a new system of legal relations. Unfortunately, the legislator does not provide any legal properties of the management agreement; therefore, it shall be considered as a mixed agreement. Consummation of any legal act may involve three options of its implementation. The law may introduce new relations, whereby any prior relations are cancelled, the law may require any prior relations to be transformed to comply with the law, or the law may introduce a transitory period. Transformation of existing legal relations aimed at the assurance of their compliance with the new law means introduction of changes and amendments into existing contractual relations. For example, particular contractual relations are to be documented in writing, other terms of agreements are to be altered, new dates or liabilities may be introduced, contractual payment procedures may be changed, etc. This approach assures a smooth, gradual and leap-free reform to prevent the mistakes the consequences of which will affect the population.

DOI: 10.22227/1997-0935.2012.4.204 - 2013

References
  1. Resolution of the Government of Moscow of September 19, 2006, no. 710-RR ‟About the Provision of Subsidies to Cover Residential Housing Charges and Utility Payments in the City of Moscow”.
  2. Resolution of the Government of the Russian Federation of December 14, 2005, no. 761 ‟About the Provision of Subsidies to Cover Residential Housing Charges and Utility Payments”.
  3. Federal Law of December 30, 2004, no. 210-FZ ‟About the Fundamentals of Tariff Charges Due and Payable to Municipal Enterprises”.
  4. Resolution of the Government of Moscow of January 11, 1994 ‟About the Transition to the New System of Payment of Residential Housing Charges and Utility Payments, and the Procedure of Provision to Citizens of Subsidies to Cover Residential Housing Charges”.
  5. The Housing Code of the Russian Federation.
  6. Resolution of the Government of the Russian Federation of July 1, 2002, no. 490 ‟On the Experiment for the Application of the Economic Reform Model in the Sector of Residential Housing and Utilities”.
  7. Federal Law of July 21, 2007, no. 185-FZ ‟About the Fund Facilitating the Reform of Residential Housing and Utility Sectors”.

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principles of formation OF THE mechanism UNDERLYING THE SYSTEM OF management OF THE MARKET OF affordable housing

Vestnik MGSU 4/2012
  • Rozova Svetlana Viktorovna - Moscow State University of Civil Engineering (MSUCE) Tver State Technical University (TvGTU) senior lecturer, Department of Economics and Production Management postgraduate student, Department of Economics and Management in the Construction Industry, Moscow State University of Civil Engineering (MSUCE) Tver State Technical University (TvGTU), 12 Koneva St., Tver, 170023, Russian Federation 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 214 - 219

The author analyzes the principles of management, including coherency, integration, scientific nature, democratic centralism, and others, that are also applicable to the system of management of the market of affordable housing. New principles, first disclosed in this paper, include the principles of integration, social partnership, subsidiarity, essential diversity of housing, and preemptive management. The list of specific principles includes, namely, the principle of essential diversity of housing, whereby the types of housing needs are based on the lifestyle of various social groups; therefore, the management system is to be based on diversified housing needs and methods of their satisfaction.
The principle of preemptive management means pre-scheduled preparation of the management system to the next cycle of management challenges, against the background of a consistent and purposeful network of elements of the management system. The principle of pre-emption should be based on prediction of behavior-related patterns based on the information about the current and the past market conditions that allow the management system to respond not only to a fait accompli, but also to anything to be implemented in the future. The principle of environmental security means the operation of the market in accordance with to the present-day environmental standards.
The principle of transparency and democratic control is to ensure the transparency and openness of management procedures, public involvement in the monitoring of results of the operation of all control elements of the market, consideration of interests and attitudes of the population in development and implementation of various projects, given the high social importance of this sector of economy.
The principle of aesthetic and economic compliance means that any new housing under construction must comply with the architectural concept and strategic goals of the urban environment, although it must take account of the financial capacity of the population and the city budget. Compliance with this principle requires the audit of housing projects aimed at development of a comfortable and safe housing environment to be organically incorporated into the natural environment, to be environmentally friendly though economical in terms of its operation. The key principle of effective management should be based on projections. This principle may only be implemented if the following conditions are met: simplicity and clarity of purposes, assessability of results, achievability of goals, availability of interconnections between the system elements and their integration, involvement of workers into the management process through their direct involvement in the achievement of goals.
The target audience of the article represents any readers interested in the problem of combined forms and methods of management of the market of affordable housing, students and lecturers.

DOI: 10.22227/1997-0935.2012.4.214 - 219

References
  1. Mil'ner B.Z. Teoriya organizatsiy [Theory of Organizations]. Moscow, Infra-M Publ., 1999.
  2. Knorring V.I. Iskusstvo upravleniya [Art of Management]. Moscow, Bek Publ., 1997.
  3. Fayol' A. Obshchee i promyshlennoe upravlenie [General and Industrial Management]. Moscow, 1992.
  4. Bondarenko N.I. Dolgosrochnyy prognoz i upravlenie mnogourovnevymi sotsial'noekonomicheskimi sistemami [Long-term Projections and Management of Multi-level Social and Economic Systems]. Novgorod, NGU [Novgorod State University], 2000.
  5. Chernyak Yu.I. Sistemnyy analiz v upravlenii ekonomikoy [Systemic Analysis in Economic Management]. Мoscow, Ekonomika Publ., 1975.
  6. Shchedrovitskiy G.P. Printsipy i obshchaya skhema metodologicheskoy organizatsii sistemnostrukturnykh issledovaniy i razrabotok [Principles and General Outline of Methodological Organization of Systemic and Structural Research and Development]. Sistemnye issledovaniya. Metodologicheskie problemy. Ezhegodnik. [System Studies. Methodological Problems. Yearbook]. Moscow, 1981.
  7. Bir S. Kibernetika i upravlenie proizvodstvom [Cybernetics and Production Management]. Moscow, Fizmatgiz Publ., 1963.
  8. Meskon M.H., Albert M., Hedouri F. Osnovy menedzhmenta [Basics of Management]. Moscow, Delo Publ., 1992.
  9. Valdaytsev S.V. Otsenka biznesa i innovatsiy [Assessment of Business and Innovations]. St. Petersburg, Filin Publ., 1997.

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DEVELOPMENT OF THE STRUCTURAL MATRIX APPROACH IN ORGANIZATIONAL DIAGNOSTICS

Vestnik MGSU 4/2012
  • Mishlanova Marina Yur'evna - Moscow State University of Civil Engineering (MSUCE) Candidate of Technical Sciences, Associated Professor, Department of Economics and Management in the Construction Industry, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 220 - 225

The article covers the newly developed methodology of organizational diagnostics, namely, formation of a spatial system of organizational layers based on functional features, problems to solve, types and purposes of job assignments. The author has developed an adjustable methodology that contemplates a flexible vocabulary and basic notions of the classical theory of graphs. In the proposed model, organizational layers are considered as multi-focused graphs. Each organizational layer can be identified by two matrixes; therefore, the spatial system of layers is consolidated into a matrix network. Research of relations and communications of formal elements is a combination of the matrix approach employed both in horizontal and vertical planes.
The organizational structure is based on the classification of elements by their functional features, problems to solve, types and purposes of job assignments. Further differentiation reveals the organization of the work process to estimate its dynamic nature, official and real time at work, clearness of distribution of functional duties, material support of activities and the working condition of employees. The personnel layer has its functional and structural features that make it possible to analyze the results of the work of the personnel, the office discipline, professional development, and the system of incentives. The social stratum can be considered as intercrossing sets of elements considered above with strong internal communication links.
The subsystem of the management reveals the quantitative and qualitative characteristics of the management team, management vectors, methods of performance of management functions and other factors. This approach makes it possible to develop a single system of management applicable to versatile organizational structures, including those that demonstrate various reasons that underlie mutual relations. The search for specific administrative levers is methodologically related to the understanding of the essence of the spatial system.
The proposed approach discloses private constituents of elements, communications, organizational layers, generalized characteristics of layers, and partial effects. This approach may be used to simulate a system of forces, items of pressure, and organizational problems. The most advanced state of stability and sustainable development is now provided with the structure within which the elements remain in certain natural interdependence (symmetry, or balance). Formation of this model is based on thorough diagnostics of an organization through the employment of the structural matrix approach and the audit of the following characteristics: labour efficiency, reliability and flexibility of communications, uniformity of distribution of communications and their coordination, connectivity of elements and layers with account for their impact, degree of freedom of elements, layers and the system as a whole, reliability, rigidity, adaptability, stability of the organizational structure.

DOI: 10.22227/1997-0935.2012.4.220 - 225

References
  1. Asaul A.N., Asaul N.A., Simonov A.V. Formirovanie i otsenka effektivnosti organizatsionnoy struktury upravleniya v kompaniyakh investitsionno-stroitel'noy sfery [Formation and Assessment of Efficiency of the Management Structure of Companies of Investment and Construction Industry]. St. Petersburg, SPBGASU [St.Petersburg State University of Architecture and Civil Engineering], 2009, 258 p.
  2. Kulikov V.G. Teoriya i praktika razvitiya upravlyaemosti organizatsiy [Theory and Practice of Development of Manageability of Organizations]. Penza, PGUAS [Penza State University of Architecture and Civil Engineering], 2010, 240 p.
  3. Mil'ner B.Z. Teoriya organizatsii [Theory of Organization]. Мoscow, Infra-M Publ., 1998, 336 p.
  4. Motovilin O.G., Motovilina I.A. Otsenka personala v sovremennykh organizatsiyakh. Assesmenttekhnologii. Professiografiya. Organizatsionnaya diagnostika [Assessment of Personnel in Modern Organizations. Assessment Technologies. Job Specification. Organizational Diagnostics]. Мoscow, Vysshaya shkola psikhologii [Higher School of Psychology Publ.], 2009, 388 p.
  5. Togunov I.A. Novoe v teorii organizatsii: fraktal'no-fasetochnye metody [Novelties in Theory of Organizations: Fractal-Facet Methods]. Vladimir, Sobor Publ., 2009, 136 p.

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DATA STRUCTURE MODELING: ATTRIBUTES OF INFORMATION OBJECTS IN CONSTRUCTION MODELING

Vestnik MGSU 4/2012
  • Malyha Galina Gennad'evna - Moscow State University of Civil Engineering (MSUCE) , Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
  • Sinenko Sergey Anatol'evich - Moscow State University of Civil Engineering (MSUCE) , Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
  • Vaynshteyn Mihail Semenovich - Moscow State University of Civil Engineering (MSUCE) , Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
  • Kulikova Ekaterina Nikolaevna - Moscow State University of Civil Engineering (MSUCE) , Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.

Pages 226 - 230

The paper considers the method of data structure modeling. A lot of attention is driven to attributes
to be implemented in information objects. The structure is to be formed in the following way: semantic
attributes, commercial attributes, executive attributes, organizational attributes, service attributes.
Characteristics of each type of attributes are described in details.
For example, the name of the document, its content, the list of enclosures, the language of the
document represent semantic attributes.
Commercial attributes are the attributes that cannot be defined as semantic ones. For instance,
the account number, its date, sum, currency, indices reflect the degree of complexity, the
current scope of work performed, etc.
Executive attributes represent the process of the document execution, or its coordination between
the parties involved in the construction process.
Organizational attributes may indicate the registration date, the document version, privileges
of users, etc.
Service attributes are used to keep, to copy and to archive documents. For instance, file
name, file format, place of storage, etc.
The proposed data structure can be implemented in the development of integrated information
systems.

DOI: 10.22227/1997-0935.2012.4.226 - 230

References
  1. Malykha G.G. Nauchno-metodologicheskie osnovy avtomatizatsii proektirovaniya v mezhdunarodnykh stroitel'nykh proektakh [Scientific and Methodological Principles of Computer-aided Design of International Construction Projects]. Moscow, Moscow State University of Civil Engineering (MSUCE), 1999, 299 p.
  2. Pavlov A.S. Nauchnye osnovy peredachi informatsii i raspoznavaniya ob’ektov v sistemakh stroitel'nogo proektirovaniya [Scientific Principles of Information Transmission and Object Recognition in Construction-related Computer-aided Design Systems]. Moscow, Moscow State University of Civil Engineering (MSUCE), 2003, 357 p.
  3. Vaynshteyn M.S. Metodologiya mnogofunktsional'noy avtomatizatsii poelementno-invariantnogo proektirovaniya zdaniy i sooruzheniy [Methodology of Multifunctional Automation of Per-element and Invariant Design of Structures and Buildings]. Moscow, Moscow State University of Civil Engineering (MSUCE), 2005, 377 p.

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ESTIMATION OF SPORTS-TECHNICAL READINESS OF STUDENTS OF METHODICAL BRANCH «FOOTBALL» MSUCE

Vestnik MGSU 4/2012
  • Shamonin Andrey Valentinovich - Moscow State University of Civil Engineering (MSUCE) candidate of pedagogical sciences, associate professor, associate professor of chair of physical training and sports, Moscow State University of Civil Engineering (MSUCE), 26, Jaroslavskoe shosse, Moscow, 129337, Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 231 - 234

Increase of sports-technical skill in sports occurs on the basis of last achievements of the theory and physical training and sports practice. Development of football isn't possible without search and introduction in training process of optimum pedagogical models of perfection of physical and technical readiness of football players. Such pedagogical models should be applied, as in groups of initial preparation, so at the subsequent grade levels, including in student's football. Modern training process (pedagogical model), should be under construction on objective indicators of physical, technical and special readiness (so-called feedback). However, the estimation of sports-technical readiness at sports schools on football is reduced only to testing of speed, jumps, juggling, dribbling and a shoot for goal. The same criteria are applied and in student's football. Unfortunately, the given control exercises not in a condition to the full to reflect level of physical and technical readiness of the football player. For more objective estimation of special readiness it is necessary to use the test tasks revealing a level of development of coordination abilities of game structure game and competitive activity (game in football). It will allow trainers to have fuller picture of readiness of the football player, in respect of its professional (football) skills. As a result coach have possibility to trace level of a condition of the various parties of sports readiness (physical, technical and coordination) student's youth engaged in football at each stage of long-term preparation.

DOI: 10.22227/1997-0935.2012.4.231 - 234

References
  1. Matveev L.P. Teoriya i metodika fizicheskoy kultury [Theory and a physical training technique]. Moscow; Physical culture and sports, 1991. 543 p.
  2. Averyanov I.V. Metodika sovershenstvovaniya kinesteticheskikh koordinatsionnykh sposobnostey futbolistov 10-11 let [Technique of perfection coordination abilities of football players of 10-11 years]. Tyumen, 2008. 26 p.
  3. Godik M.A. Fizicheskaya podgotovka futbolistov [Physical preparation of football player]. Moscow: Terra-sports, Olympia The Press, 2006. 272 p.
  4. Golomazov S.V. Футбол. Futbol [Football]. Moscow: ТВТ The Battalion, 2006. 80 p.
  5. Portnov JU.M Sportivnye igry. [Sports games]. Moscow: Academy Publis., 2004. 400 p.
  6. Vitkovski Z. Koordinatsionye sposobnosti futbolistov: diagostika, struktura,ontogenez [Coordination abilities of young football players: diagnostics, structure, ontogenesis]. Moscow, 2003. 232 p.
  7. Friha Mohammed Habib Razvitie koordinatsii dvizheniy i prostranstvennoy oreirntatsii futbolistov 11-13 let [Development of coordination of movements and spatial orientation of young football players of 11-13 years]. St.-Petersburg, 1998. 21 p.

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LINGUISTIC TRAINING OF A BACHELOR

Vestnik MGSU 4/2012
  • Shvetsova Ol'ga Aleksandrovna - Moscow State University of Civil Engineering (MSUCE) Professor, Candidate of Pedagogical Sciences, Department of Foreign Languages, + 7 (499) 183-26-47, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 235 - 239

The article is a brief generalization of methodical research in the field of higher education and the presentation in this aspect of special components of foreign language teaching in non-linguistic training of a civil engineer. It also considers communicative skills which bachelors should possess at the present stage of contemporary education. Among them are: analyzing synthesizing, argumentation, speculation and some other which can be useful in professional communication in foreign language .Some helpful advice is offered on how to develop professional communicative competence.
Currently, higher professional education is in the course of transition to the new federal state standards of education. According to the new standards, foreign language proficiency is identified as one of basic cultural competences of a graduate of higher education institutions, irrespective of his or her speciality or specialization. A foreign language course is retained among other obligatory basic courses in arts, social sciences, and economics. Moreover, the strategic concept of European cooperation in education through 2020 identifies the objectives of foreign language proficiency with regard to the need to strengthen and to develop the systemic interrelation between education and innovative research.
The term "competence building approach" is used in the Russian system of education. This term is widely used in official documents.
The competence building approach means transition from the assessment of knowledge as the dominant practice to the assessment of competences, or the capability to process the ever-growing amount of information (in the event of a foreign language course, the information is processed in a foreign language).
Currently, general and professional competencies are being identified.

DOI: 10.22227/1997-0935.2012.4.235 - 239

References
  1. Development of New Federal State Educational Standards of Higher Professional Education. Two-level Education at a Modern University. Proceedings of the Bologna process. Research Centre for Quality Training of Specialists. Moscow, 2003.
  2. Baydenko V.I. Osnovnye tendentsii razvitiya vysshego obrazovaniya: global'nye i Bolonskie izmereniya [Basic Trends of Higher Education Development: Global and Bologna Assessments]. Moscow, 2006.
  3. Baydenko V.I. Vyyavlenie sostava kompetentsiy vypusknikov VUZov kak neobkhodimyy etap proektirovaniya GOS VPO novogo pokoleniya [Identification of the Structure of Competences of Graduates of Higher Education Institutions as the Indispensable Stage of Development of the New Generation of State Standards of Higher Professional Education]. Moscow, 2006.
  4. Zimnyaya I.A. Klyuchevye kompetentnosti kak rezul'tativno-tselevaya osnova kompetentnostnogo podkhoda v obrazovanii [Key Competences as the Effective and Goal-Oriented Basis of the Competence-based Approach in Education]. Methodology Seminar “Russia in the Bologna Process. Problems, Tasks, Prospects”. Proceedings. Moscow, 2004.
  5. Tatur Yu.G. Kompetentnostnyy podkhod v opisanii rezul'tatov i proektirovanii standartov vysshego professional'nogo obrazovaniya [Competence-based Approach to Description of Results in Development of Higher Professional Education Standards]. Methodology Seminar “Russia in the Bologna Process. Problems, Tasks, Prospects”. Proceedings. Moscow, 2004.
  6. Shvetsova O.A., Ershova T.A. Programma podgotovki bakalavrov po spetsial'nosti «Prakticheskoe yazykoznanie» [Practical Linguistics Training Course Programme for Bachelor Students]. Moscow, Moscow State University of Civil Engineering, 2010.
  7. Shvetsova O.A. Programma podgotovki magistrov po spetsial'nosti «Prakticheskoe yazykoznanie» [Practical Linguistics Training Course Programme for Master Students]. Moscow, Moscow State University of Civil Engineering, 2010.
  8. Fallows S., Steveen C. Integrating Key Skills in Higher Education. London, 2000.

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APPLICATION OF RIT PILES IN FOUNDATIONS OF HIGH-RISE BUILDINGS

Vestnik MGSU 4/2012
  • Kubetskiy Valeriy Leonidovich - Scientific Research Institute of Moscow Construction (NII Mosstroi) Professor, Doctor of Technical Sciences, +7 (499) 739-30-43, Scientific Research Institute of Moscow Construction (NII Mosstroi), 8 Vinnitskaya St., Moscow, 119192, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Eremin Valeriy Ivanovich - PSP RITA Candidate of Technical Sciences, Director of Technology, PSP RITA, Building 1, 8 Vereyskaya St., Moscow, 121357, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 240 - 245

The authors provide an overview of multiple cases of application of piles, made through the use of electric discharges, as the foundations of high-rise buildings. The values of the bearing capacity of RIT piles identified on the basis of static field tests of specific construction facilities are provided. Nine RIT pile buildings, the height of which varied from 90 to 140 meters, were built before 2012.
The total number of high-rise buildings that rest on RIT piles is equal to nine. They are made of fine concrete prepared according to State Standard 26633-91*, B30 class of compression strength, and W10 grade of water permeability. The reinforcement of RIT piles was performed through the application of the reinforcing cage composed of two sections. A500C steel was used for longitudinal (bearing) rods, the design compressive strength was equal to 435 MPa; dimensions of the bearing steel were based on the principle of perception of the whole design load. The concrete transmitted the load into the soil and protected the steel from corrosion.
On the basis of the analysis of the monitoring results, the technology and tests of PIT piles, a conclusion can be made that PIT piles, that have a diameter of 320 mm, assure the pre-set reliability of high-rise buildings in complex engineering and geological environments.

DOI: 10.22227/1997-0935.2012.4.240 - 245

References
  1. Yassievich G.N. Issledovanie sposoba izgotovleniya buronabivnykh svay s pomoshch'yu elektrogidravlicheskogo effekta i ikh raboty pod vertikal'noy nagruzkoy [Research of the Method of Manufacturing of Bored Piles through the Employment of the Electrohydraulic Effect and Their Behavior under Vertical Loads]. Leningrad, LISI [Leningrad Institute of Civil Engineering], 1977, 223 p.
  2. Gavrilov G.N., Egorov A.L., Korovin S.K. Elektrogidroimpul'snaya tekhnologiya v gornom dele I stroitel'stve [Technology of Electric Hydraulic Impulses in Mining and Civil Engineering]. Moscow, Nedra Publ., 1991, 128 p.
  3. TR 50-180—06. Tekhnicheskie rekomendatsii po proektirovaniyu i ustroystvu svaynykh fundamentov, vypolnyaemykh s ispol'zovaniem razryadno-impul'snoy tekhnologii dlya zdaniy povyshennoy etazhnosti (svai-RIT) [TR 50-18-06. Technical Recommendations Regarding Design Development and Construction of Pile Foundations Made through the Application of the Electric Discharge Technology to High-Rise Buildings (RIT Piles)]. Moscow, VEK Publ., 2006, 68 p.
  4. Kattsenbakh R., Shmit A., Ramm Kh. Rekonstruktsiya gorodov i geotekhnicheskoe stroitel'stvo [Urban Restructuring and Geotechnical Construction]. 2005, no. 9, pp. 80—99.

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INFLUENCE OF PIT WALL ANCHORAGE ONTO ADDITIONAL DEFORMATIONS OF EXISTING BUILDINGS

Vestnik MGSU 4/2012
  • Kubetskiy Valeriy Leonidovich - Scientific Research Institute of Moscow Construction (NII Mosstroi) Professor, Doctor of Technical Sciences, +7 (499) 739-30-43, Scientific Research Institute of Moscow Construction (NII Mosstroi), 8 Vinnitskaya St., Moscow, 119192, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Kaleev Denis Ivanovich - Scientific Research Institute of Moscow Construction (NII Mosstroi) engineer, Scientific Research Institute of Moscow Construction (NII Mosstroi), 8 Vinnitskaya St., Moscow, 119192, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 246 - 251

Anchored pit walls contribute to substantial improvement of the technological effectiveness of subterranean sections of buildings and to considerable reduction of their cost.
The issue of influence of anchorages onto supplementary deformations of adjacent buildings is to be resolved in the course of designing of deep anchored pits. In some cases, anchors can be installed immediately underneath the existing buildings.
Assessment of additional projected deformations of buildings located in close proximity to pits is exemplified by the specific structure of the pit support system that has active PIT [1] anchors. The authors also consider the influence produced by the structure of anchors onto the two buildings located within the area of influence of the excavation works and protected by the anchors installed underneath the foundations of the two adjacent buildings.

DOI: 10.22227/1997-0935.2012.4.246 - 251

References
  1. TR 50-180—06. Tekhnicheskie rekomendatsii po proektirovaniyu i ustroystvu svaynykh fundamentov, vypolnyaemykh s ispol'zovaniem razryadno-impul'snoy tekhnologii dlya zdaniy povyshennoy etazhnosti (svai-RIT) [TR 50-18-06. Technical Recommendations Regarding Design Development and Construction of Pile Foundations Made through the Application of the Electric Discharge Technology to High-Rise Buildings (RIT Piles)]. Moscow, VEK Publ., 2006, 68 p.
  2. Plaxis Software Version 8. Spravochnoe rukovodstvo [Reference Manual]. Moscow, 2006.
  3. GUP «NIIMosstroy». Zaklyuchenie po rezul'tatam geotekhnicheskoy ekspertizy proektnykh resheniy po ustroystvu ograzhdeniya kotlovana stroyashchegosya zhilogo doma s podzemnoy avtostoyankoy po adresu: g. Moskva, VAO, Izmaylovo, kvartal 26, 10-ya Parkovaya ul., vl. 20. [State Unitary Enterprise Scientific Research Institute of Moscow Construction “Opinion Based on Geotechnical Examination of Design Solutions for the Shoring of the Pit of the Future Residential House and the Subterranean Parking Lot at: Block 26, Izmaylovo, 20 10th Parkovaya St., Moscow, Eastern Administrative District”. Moscow, 2006.
  4. NIIOSP im. N.M. Gersevanova. Filial FGUP NITs «Stroitel'stvo». Nauchno-tekhnicheskiy otchet. Dopolnitel'noe obsledovanie tekhnicheskogo sostoyaniya zhilogo doma № 44 po ul. Verkhnyaya Pervomayskaya v g. Moskve, popadayushchego v zonu vliyaniya stroitel'stva zhilogo doma s podzemnoy avtostoyankoy po adresu: 10-ya Parkovaya ul., vl. 20 [Scientific and Research Institute of Beddings and Subterranean Structures named after N.M. Gersevanov. Branch of Federal State Unitary Enterprise “Construction Research Center”. Technological Research Report. Supplementary examination of the technical condition of Residential House № 4, Verkhnyaya Pervomayskaya st., Moscow, located within the area of influence of a new construction site of a residential house and a subterranean parking lot]. Moscow, 2007.

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ИННОВАЦИОННОЕ РАЗВИТИЕ СТРОИТЕЛЬНОЙ ОТРАСЛИ РОССИИ

Vestnik MGSU 10/2015
  • Адамцевич Алексей Олегович - Национальный исследовательский Московский государственный строительный университет (НИУ МГСУ) кандидат технических наук, старший научный сотрудник Научно-исследовательского института строительных материалов и технологий (НИИ СМиТ), Национальный исследовательский Московский государственный строительный университет (НИУ МГСУ), 129337, г. Москва, Ярославское шоссе, д. 26.

Pages 5-7

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НИУ МГСУ в международном формате

Vestnik MGSU 11/2015
  • Гогина Елена Сергеевна - Национальный исследовательский Московский государственный строительный университет (НИУ МГСУ) , Национальный исследовательский Московский государственный строительный университет (НИУ МГСУ), .

Pages 5-7

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State and problems of sustainable development of the building sector

Vestnik MGSU 12/2015
  • Telichenko Valeriy Ivanivich - Moscow State University of Civil Engineering (National Research University) (MGSU) , Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.

Pages 5-12

References
  1. Belyaev V.L., Belyaev V.B. Osvoenie podzemnogo prostranstva gorodov v aspekte ikh ustoychivogo razvitiya [Development of the Underground Space of Cities in Terms of Their Sustainable Development]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2014, no. 2, pp. 7—12. (In Russian)
  2. Vavilova T.Ya. Paralleli ustoychivogo razvitiya sredy zhiznedeyatel'nosti: nauka — vysshee obrazovanie [Parallels of the Sustainable Development of the Living Environment: Science — Higher Education]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2010, no. 1, pp. 312—316. (In Russian)
  3. Ivolga A.G., Chaplitskaya A.A. Obosnovanie podkhoda k ponyatiyu ustoychivogo razvitiya ekonomiki regiona [Justification of the Approach to Sustainable Development Understanding of an Economic Region]. Bіoresursi і prirodokoristuvannya [Bio Resources and Nature Management]. 2014, vol. 6, no. 1—2, pp. 151—154. (In Russian)
  4. Korporativnyy forum po ustoychivomu razvitiyu «RIO+20». Obzor i rezul'taty. Innovatsii i sotrudnichestvo. Rekomendatsii v otnoshenii gosudarstvennoy politiki. Obyazatel'stva k deystviyam. Rio-de-Zhaneyro, 21 iyunya 2012 g. [Corporate Forum on the SSustainable Development “RIO+20”. Review and Results. Innovations and Cooperation. Recommendations in State Policy. Obligations. Rio-de-Janeiro, June 21, 2012]. Available at: http://www.iblfrussia.org/RioCorpSustForum_Outcome_RUS.pdf. Date of access: 20.11.2015. (In Russian)
  5. Nashe obshchee budushchee. Doklad Mezhdunarodnoy komissii po okruzhayushchey srede i razvitiyu (MKOSR) [Our Common Future. Report of the International Committee on the Environment and Development (ICED)]. Translated from English. Available at: http://ustoychivoerazvitie.rf/files/monographs/OurCommonFuture-introduction.pdf. Date of access: 07.11.2015. (In Russian)
  6. Shelekhov A.M., editor. Osnovnye polozheniya ustoychivogo razvitiya Rossii [Main Principles of the Sustainable Development of Russia]. Moscow, 2002, 161 p. (In Russian)
  7. Ponomareva M.A. Energoeffektivnoe razvitie infrastruktury regiona kak uslovie ego perekhoda k ustoychivomu razvitiyu [Energy Efficient Development of Regional Infrastructure as a Condition of its Transition to the Sustainable Development]. Vestnik Tomskogo gosudarstvennogo universiteta [Tomsk State University Journal]. 2011, no. 349, pp. 149—153 (In Russian)
  8. Pchelintsev O.S. Regiony Rossii: sovremennoe sostoyanie i problema perekhoda k ustoychivomu razvitiyu [Regions of Russia: Present State and Problems of Transition to the Sustainable Development]. Problemy prognozirovaniya [Problems of Forecasting]. 2001, no. 1, pp. 102—115. (In Russian)
  9. Razgulyaev V.N. Ustoychivoe razvitie: razvitie kontseptsii i sovremennaya nauchnaya i prakticheskaya interpretatsiya [Sustainable Development: Development of the Concept and Contemporary Scientific and Practical Interpretation]. Vestnik ekonomicheskoy integratsii [Proceedings of Economic Integration]. 2010, no. 9, pp. 28—33. (In Russian)
  10. Rio-de-Zhaneyrskaya deklaratsiya po okruzhayushchey srede i razvitiyu : prinyata Konferentsiey OON po okruzhayushchey srede i razvitiyu, Rio-de-Zhaneyro, 3—14 iyunya 1992 goda [Rio-de-Janeiro Declaration on the Environment and Development : Acceted by the UN Conference on the Environment and Development, Rio-de-Janeiro, June 3—14, 1992]. Organizatsiya Ob
  11. Serkov L.A. Analiz primeneniya ponyatiy «ravnovesnaya ekonomika» i «neravnovesnaya ekonomika», «ustoychivoe razvitie» i «neustoychivoe razvitie» [Analysis of Using the Terms “Balanced Economy” and “Unbalanced Economy”, “Sustainable Development” and “Unsustainable Development]. Ekonomicheskiy analiz: teoriya i praktika [Economical Analysis: Theory and Practice]. 2009, no. 16, pp. 31—37. (In Russian)
  12. Strategiya i ponyatie ustoychivogo razvitiya [Strategy and Notion of the Sustainable Development]. Ustoychivoe razvitie : sayt [Sustainable Development site]. Available at: http://www.ustoichivo.ru/biblio/view/28.html. Date of access: 15.11.2015. (In Russian)
  13. Telichenko V.I. Ot ekologicheskogo i «zelenogo» stroitel'stva k ekologicheskoy bezopasnosti stroitel'stva [From Ecological and “Green” Construction to Ecological Safety of Construction]. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering]. 2011, no. 2, pp. 47—51. (In Russian)
  14. Telitschenko W. Kultur- und Bildungsaspeckte des oekologischen Bauens. Im Berichte «Die Umsetzung oekologisch-orientirter und kostensparender Konzepte des Bauens und Wohnens im Laendervergleich». Duesseldorf, 1993, pp. 22—23.
  15. Telichenko V.I., Benuzh A.A. Sovershenstvovanie printsipov ustoychivogo razvitiya na osnove opyta primeneniya «zelenykh» standartov pri stroitel'stve olimpiyskikh ob
  16. Telichenko V.I., Roytman V.M. Obespechenie kompleksnoy bezopasnosti zdaniy i sooruzheniy — prioritetnoe napravlenie tekhnologicheskoy modernizatsii Rossii [Providing Complex Safety of Buildings and Structures — the Priority Direction of Technological Modernization of Russia]. Pozhary i chrezvychaynye situatsii: predotvrashchenie, likvidatsiya [Fires and Emergencies: Prevention, Elimination]. 2014, no. 3, pp. 5—12. (In Russian)
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