INFORMATION SYSTEMS AND LOGISTICS IN CIVIL ENGINEERING

Information model of the internet portal of Moscow urban development

Vestnik MGSU 10/2013
  • Chelyshkov Pavel Dmitrievich - Moscow State University of Civil Engineering (MGSU) Junior Researcher, Research and Educational Cen- tre for Information Systems and Intelligent Automation in Civil Engineering, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe Shosse, 129337, Moscow, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Sedov Artem Vladimirovich - Moscow State University of Civil Engineering (MGSU) Junior Researcher, Research and Educational Centre for Information Systems and Intelligent Automation in Civil Engineering, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe Shosse, 129337, Moscow, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Lysenko Denis Andreevich - Moscow state university of civil engineering engineer, Scientific and Educational center «Information Systems and Intelligent Automatics in Construction», Moscow state university of civil engineering, 26, Yaroslavskoe Shosse, 129337, Moscow, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 317-321

The article describes an approach to developing the Internet portal of urban development in Moscow. The purpose for creating the portal is the analysis and monitoring of integrated urban development of Moscow. Database of the Internet portal is based on the data available in the bodies of executive power of Moscow of various levels. Data is grouped according to the relation to different urban programs and characteristics of autonomous regions.As a result of raw data processing, the user gets information that reflects the level of urban development in the area visually. The use of the proposed web portal will allow users to work interactively, provide them with remote access to the necessary information and will provide information in multimedia format. The technology of processing the data of the information-analytical Internet portal ofMoscow urban development is designed for several groups of people: specialists of the city and the municipal executive bodies (full access); specialists of organizations participating in investment or construction (limited access)population (access to public information). Configurable access levels for working with data allow using this resource in the open network Internet in order to inform residents about the urban development of the municipal districts of the city.

DOI: 10.22227/1997-0935.2013.10.317-321

References
  1. Zakharov P.V., Siluyanova E.S., Zhemirev A.S. Sistemy avtomatizirovannogo proektirovaniya protsessov stroitel'nogo proizvodstva s ispol'zovaniem interaktivnogo internet-portala [Computer-aided Design Process of Building Production with the Use of Interactive Web Portal]. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering]. 2011, no. 2, pp. 67—68.
  2. Padil'ya L.Yu., Pertsov L.V., Prokof'ev Yu.V., Trutnev E.K., Kholopik K.V., Krymov S.A. Metodicheskie rekomendatsii po soglasovannoy podgotovke i realizatsii dokumentov planirovaniya razvitiya munitsipal'nykh obrazovaniy [Methodical Recommendations for Preparation and Realization of the Documents for Planning the Development of Municipal Units]. Moscow, Institut ekonomiki goroda Publ, 2010.
  3. Volkov A.A. Kompleksnaya bezopasnost' uslovno-abstraktnykh ob"ektov (zdaniy i sooruzheniy) v usloviyakh chrezvychaynykh situatsiy [Integrated Safety of Conditionally Abstract Objects (Buildings and Structures) in Emergency Situations]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2007, no. 3, pp. 30—35.
  4. Volkov A.A. Sistemy aktivnoy bezopasnosti stroitel'nykh ob"ektov [Active Safety Systems of Construction Sites]. Zhilishchnoe stroitel'stvo [House Construction]. 2000, no. 7, p. 13.
  5. Lebedev V.M., Volkov A.A. Gomeostat stroitel'nogo proizvodstva [Homeostat of the Construction Industry]. Vestnik BGTU im. V.G. Shukhova [Proceedings of Belgorod State Technological University named after V.G.Shukhov]. 2008, no. 1, pp. 102—104.
  6. Volkov A.A. Intellekt zdaniy. Chast' 2 [Intelligence of buildings. Part 2]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2009, no. 1, pp. 213—216.
  7. Volkov A. Building Intelligence Quotient: Mathematical Description. Applied Mechanics and Materials (Trans Tech Publications, Switzerland). 2013, vol. 409—410, pp. 392—395.
  8. Volkov A., Sukneva L. Programming Applications of Computer Aided Design and Layout of the Complex Solar Panels. Applied Mechanics and Materials (Trans Tech Publications, Switzerland). 2013, vol. 411—414, pp. 1840—1843.
  9. Sedov A., Volkov A., Chelyshkov P. Usage of Building Information Modeling for Evaluation of Energy Efficiency. Applied Mechanics and Materials (Trans Tech Publications, Switzerland). 2013, vol. 409—410, pp. 630—633.
  10. Volkov A.A. Bezopasnost' stroitel'nykh ob"ektov v chrezvychaynoy situatsii [Safety of Construction Projects in Emergency Situations]. Sel'skoe stroitel'stvo [Rural Construction]. 2000, no. 3, pp. 42—43.
  11. Chelyshkov P., Volkov A., Sedov A. Application of computer simulation to ensure comprehensive security of buildings. Applied Mechanics and Materials (Trans Tech Publications, Switzerland). 2013, vol. 409—410, pp. 1620—1623.

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Status and prospects of designing the virtual organizational structuresof construction companies

Vestnik MGSU 11/2013
  • Bolshakov Sergey Nikolaevich - Moscow State University of Civil Engineering (MGSU) postgraduate student, Assistant, Department of Information Systems, Technology and Automation in Civil Engineering, 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 .
  • Volkov Andrey Anatol’evich - Moscow State University of Civil Engineering (MGSU) Rector, Doctor of Technical Sciences, Professor, Chair, Department of Information Systems, Technology and Automation in Civil Engineering, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; +7 (499) 929-52-29; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 218-225

This article examines the current state of virtual organizational structures. The processes accompanying introduction of these technologies into the production environment are defined. For better disclosure of the semantic content of virtual technology their historical development and the main stages of formation are analyzed.At first there were more than enough obstacles to the development of virtual organizational structures, such as lack of fully formed legal framework, which should act as a guarantor of transparency and legitimacy for all the counterparties of virtual enterprise. Virtual organizational structures appeared abroad. Today they are increasingly penetrating the Russian market. It occurs within the framework of representative offices and branches of foreign companies, and in the structures of domestic enterprises. Increase in operation life of virtual enterprises without time binding to a specific project, creation of new forms and variations, expanding of the range of problems solved by means of new organizational forms, in other words, embrace of other sectors of the economy, cost optimization and simplification of creation and adaptation of virtual enterprises — these and many other issues need to be solved as part of the specified subject area and can serve as a basis for further research.

DOI: 10.22227/1997-0935.2013.11.218-225

References
  1. Radugin A.A. Osnovy menedzhmenta [Principles of Management]. Moscow, 2006.
  2. Serdyuk V.A. Setevye i virtual'nye organizatsii: sostoyanie i perspektivy razvitiya [Network and Virtual Organizations: State and Prospects of Development]. Menedzhment v Rossii i za rubezhom [Management in Russia and Abroad]. 2002, no. 5, pð. 91—104.
  3. Volkov A.A. Virtual'nyy informatsionnyy ofis stroitel'noy organizatsii [Virtual Information Office of a Building Company]. Stroitel'nye materialy, oborudovanie, tekhnologii XXI veka [Building Materials, Equipment, Technologies of the 21st century]. 2002, no. 2, pp. 28—29.
  4. Losev K.Yu., Losev Yu.G., Volkov A.A. Razvitie modeley predmetnoy oblasti stroitel'noy sistemy v protsesse razrabotki informatsionnoy podderzhki proektirovaniya [Building System Subject Area Development During the Process of Design-cals-system Work out]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 1, vol. 1, pp. 352—357.
  5. Elenin A., Ponomarev I. Virtual'nye korporatsii [Virtual Corporations]. Moscow, 2001.
  6. Volkov A.A., Lebedev V.M. Proektirovanie sistemokvantov rabochikh operatsiy i trudovykh stroitel'nykh protsessov v srede informatsionnykh tekhnologiy [Designing of the System Quanta of Working Operations and Labor Building Processes in the IT environment]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2010, no. 2, pp. 293—296.
  7. Volkov A.A. Sovremennye i perspektivnye informatsionnye tekhnologii v stroitel'stve [Modern and prospective information technologies in construction]. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering]. 2012, no. 9, pp. 5—6.
  8. Volkov A.A., Lebedev V.M. Modelirovanie sistemokvantov stroitel'nykh protsessov i ob"ektov [Modeling of System Quanta of Construction Processes and Projects]. Vestnik BGTU im. V.G. Shukhova [Proceedings of Belgorod State Technological University named after V.G.Shukhov]. 2008, no. 2, pp. 293—296.
  9. Asaul A.N. Fenomen investitsionno-stroitel'nogo kompleksa ili kak sokhranyaetsya stroitel'nyy kompleks strany v rynochnoy ekonomike: monografiya [Phenomenon of Construction Complex Investment or how does the Construction Complex of the Country Maintain in the Market Economy]. 2001. Available at: http://www.aup.ru/books/m65. Date of access: 16.10.2013.
  10. Volkov A.A. Ekonomicheskiy analiz tekhnicheskikh i tekhnologicheskikh innovatsiy v stroitel'stve [Economic Analysis of Technical and Technological Innovations in Construction]. Stroitel'nye materialy, oborudovanie, tekhnologii XXI veka [Building Materials, Equipment, Technologies of the 21st century]. 2005, no. 12, p. 54.
  11. Volkov A.A., Yarulin R.N. Avtomatizatsiya proektirovaniya proizvodstva remontnykh rabot zdaniy i inzhenernoy infrastruktury [Computer-Aided Design of Repairs of Buildings and the Engineering Infrastructure]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2012, no. 9, pp. 234—240.

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Functional model of the life cycle of corporate information space in construction organozations

Vestnik MGSU 11/2013
  • Volkov Andrey Anatol’evich - Moscow State University of Civil Engineering (MGSU) Rector, Doctor of Technical Sciences, Professor, Chair, Department of Information Systems, Technology and Automation in Civil Engineering, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; +7 (499) 929-52-29; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Anikin Dmitriy Vasil'evich - Moscow State University of Civil Engineering (MGSU) engineer, Department of Corporate Information Systems, 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 226-233

It is common in practice that life cycle of a product is divided into four stages: design, production, operation, utilization. Considering these four stages the study of construction companies’ performance was made and the approaches to design automation were investigated. Whereupon it is concluded that the four stages (design, production, operation and utilization) can be applied in terms of the life cycle of corporate information space (CIS) with some amendments and revisions.The article graphically represents the functional model of CIS lifecycle. The major part consists of recollecting the error data, its classification, systematization, CIS element improvement after another repetition of CIS integration.System maintenance is regular and minutely updating, according to end user’s requests, which is operated by one of corporate information systems, which are aimed at or adapted for particular purposes. At the next step, we move to CIS lifecycle. Efficient CIS lifecycle is represented graphically in the form of functional model. The key objective of the efficient lifecycle functional model is in continuous control of the CIS components, in collecting new requirements, searching the standard solutions among existing set of CIS elements. In case of absence of possibility or will to solve the particular problem, the search of new developer may be necessary, who can replace CIS component and build new component in the process of efficient CIS lifecycle.

DOI: 10.22227/1997-0935.2013.11.226-233

References
  1. Koroleva E.I., Sukhorukov A.M. Model' zhiznennogo tsikla organizatsii [Model of Enterprise Lifecycle]. Vestnik Omskogo universiteta. Seriya Ekonomika [Proceedings of Omsk University. Economics Series]. 2008, no. 3, pp. 27—33.
  2. Volkov A.A. Intellekt zdaniy: formula [Intelligence of Buildings: Formula]. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering]. 2012, no. 3, pp. 54—57.
  3. Volkov A.A. Intellekt zdaniy. Chast' 1 [Intelligence of buildings. Part 1]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2008, no. 4, pp. 186—190.
  4. Volkov A.A, Lebedev V.M. Proektirovanie sistemokvantov rabochikh operatsiy i trudovykh stroitel'nykh protsessov v srede informatsionnykh tekhnologiy [Designing of the System Quanta of Working Operations and Labor Building Processes in the IT Environment]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2010, no. 2, pp. 293—296.
  5. Volkov A.A. Intellekt zdaniy. Chast' 2 [Intelligence of buildings. Part 2]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2009, no. 1, pp. 213—216.
  6. Volkov A.A., Yarulin R.N. Avtomatizatsiya proektirovaniya proizvodstva remontnykh rabot zdaniy i inzhenernoy infrastruktury [Computer-Aided Design of Repairs of Buildings and the Engineering Infrastructure]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2012, no. 9, pp. 234—240.
  7. Shirokova G.V. Osnovnye napravleniya issledovaniy v teorii zhiznennogo tsikla organizatsii [Research Guidelines of Enterprise Lifecycle Theory]. Vestnik Sankt-Peterburgskogo universiteta [Proceedings of Saint-Petersburg State University]. 2006, Series 8, no. 2. pp. 25—42.
  8. Dikman L.G. Organizatsiya stroitel'nogo proizvodstva [The Construction Management]. 5-th ed., Moscow, 2006, 444 p.
  9. Volkov A.A., Pikhterev D.V. K voprosu ob organizatsii informatsionnogo obespecheniya stroitel'nogo ob"ekta [On the Issue of Arrangement of Information Support of a Construction Facility]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 6, pp. 460—462.
  10. Pikhterev D.V., Rubtsov I.V., Kulikova E.N., Volkov A.A. Interoperabel'nost' mnogourovnevykh informatsionnykh prilozheniy v stroitel'noy otrasli [Interoperability of Multilevel Information Applications in Construction Field]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2007, no. 3, pp. 69—74.
  11. Volkov A.A., Anikin D.V., Kulikova E.N. Model' interoperabel'nosti korporativnogo informatsionnogo prostranstva stroitel'nykh organizatsiy [Model of Interoperability of Construction Companies’ Informational Space]. International Journal for Computational Civil and Structural Engineering. 2012, vol. 8, no. 4, pp. 117—121.
  12. Volkov A.A. Sovremennye i perspektivnye informatsionnye tekhnologii v stroitel'stve [Modern and Prospective Information Technologies in Construction]. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering]. 2012, no. 9, pp. 5—6.

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Manufacturing quality control of stone walls and other enclosing structures of buildings basedon photographic images

Vestnik MGSU 11/2013
  • Zholobova Ol'ga Aleksandrovna - Rostov state university of civil engineering (RGSU) Assistant, Department of Economics and Management In Construction, Rostov state university of civil engineering (RGSU), 162 Sotsialisticheskaya st., Rostov-on-Don, 344022, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 234-240

This article is aimed at investigating the issue of improving the quality control efficiency of stone walls and other enclosing structures of buildings in the process of their construction. As an example, the article specifies the parameters and quality characters which lie in the basis of quality control of stone structures being constructed in our country.The prospects for improving the manufacturing quality control of stone walls and other enclosing structures based on the use of digital photography have been reviewed. An opportunity of remote production control over multiple quality parameters of these structures has been proved, which is based on the photographs using methods and means of color and texture analysis of the images at any stage of construction.This elaborate method of quality control allows to automate the inspection of types and sizes of stones used, thickness, binding and form of mortar seams, interlacing of header and stretcher courses, and also reinforced joints of masonry for compliance with the project and regulatory requirements, to identify uneven and contaminated sections of wall, to determine the area of the damaged sections, etc.The use of the elaborate method will be also efficient in quality control of other enclosing structures with the surfaces, which — like masonry — tend to have seam texture, e.g. stone arch coverings and covering elements, including roof coatings made of block, sheet and roll materials.The article contains illustrations of several results of color and texture analysis of photographic images that display brick walls in the form of block diagrams and linear profiles, built with the help of special computer programs.

DOI: 10.22227/1997-0935.2013.11.234-240

References
  1. Goncharov A.K., Kozeychuk V.A., Naryshkin D.A. Opyt nablyudeniy za stroitel'stvom vysotnykh zdaniy [Observation Experience of High-Rise Buildings Construction]. Stroitel'nye materialy [Construction Materials]. 2009, no. 5, pp. 65—67.
  2. Bayburin A.Kh. Metodika otsenki kachestva vozvedeniya kirpichnykh zdaniy [Method of Quality Evaluation of Brick Building Erection]. Vestnik Yuzhno-Ural'skogo gosudarstvennogo universiteta. Seriya: Stroitel'stvo i arkhitektura [Proceedings of South Ural State University. Series: Construction and Architecture]. 2009, no 35 (168), pp. 24—27.
  3. Davidyuk A.A. Analiz rezul'tatov obsledovaniya mnogosloynykh naruzhnykh sten mnogoetazhnykh karkasnykh zdaniy [Analysis of the Study Results of Multilayer External Walls of Multistory Frame Buildings]. Zhilishchnoe stroitel'stvo [House Construction]. 2010, no 6, pp. 21—26.
  4. Ivanova N.N., Zholobova O.A. Predlozheniya po rasshireniyu oblasti primeneniya tsifrovoy fotografii pri otsenke sostoyaniya stroitel'nykh konstruktsiy [Proposals to Expand the Application Field of Digital Photography in the Process of State Estimation of Building Structures]. Naukovedenie [Science Studies]. 2012, no. 3. Available at: http://naukovedenie.ru/sbornik12/12-95.pdf. Date of access: 16.09.2013.
  5. Gonzalez R.C., Woods R.E. Digital Image Processing, 3rd ed. Prentice Hall, 2008, 954 p.
  6. Brusser M.I., Ershov I.D. Zavisimost' tsveta dekorativnogo betona ot osnovnykh tekhnologicheskikh faktorov pri ego proizvodstve [The Dependence of Decorative Concrete Color on the Main Technological Factors during its Production]. Beton i zhelezobeton [Concrete and Reinforced Concrete]. 2004, no 4, pp. 12—14.
  7. Kol'tsov P.P. Sravnitel'noe izuchenie algoritmov vydeleniya i klassifikatsii tekstur [Comparative Study of the Algorithms for Extraction and Classification of Textures]. Zhurnal vychislitel'noy matematiki i matematicheskoy fiziki [Journal of Computational Mathematics and Mathematical Physics]. 2011, vol. 51, no. 8, pp. 1561—1568.
  8. Drimbarean A., Whelan P.F. Experiments In Colour Texture Analysis. Pattern Recognition Letters. 2001, vol. 22, no 10, pp. 1161—1167.
  9. Yang S., Hung C. Texture Classification in Remotely Sensed Images. Proceedings of the IEEE Southeast Conference. 2002, pp. 62—66.
  10. Milani G., Louren?o P.B. A Simplified Homogenized Limit Analysis Model for Randomly Assembled Blocks Out-of-plane Loaded. Computers & Structures. 2010, vol. 88, no. 11—12. pp. 690—717.

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Agent model with adaptive behavior for the problem solution of trial design of constructions

Vestnik MGSU 11/2013
  • Kozyreva Viktoriya Viktorovna - Moscow State University of Civil Engineering (MGSU) postgraduate student, 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 .
  • Volkov Andrey Anatol’evich - Moscow State University of Civil Engineering (MGSU) Rector, Doctor of Technical Sciences, Professor, Chair, Department of Information Systems, Technology and Automation in Civil Engineering, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; +7 (499) 929-52-29; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 240-247

Nowadays among searching methods of parametric optimization of constructions the special place is held by the bionic methods based on adaptive behavior of living organisms. These methods are called "adaptive behavior" and can be applied to a problem of optimization of constructions. In this case the process of task solution represents purposeful behavior of a group of agents, governed by a goal — the criterion of optimization. Each agent of the considered collective represents a model of an artificial organism. It consists of external and internal environment. The external environment is expressed through the values of nodal voltage and displacements that occur in an element. The internal environment consists of six functional blocks. The main characteristic of the internal environment of an agent is the condition of the agent. It is expressed through a logical function of all restrictions performance, it is equal to 1 if all the conditions are satisfied, and 0 — otherwise. The considered conditions of the agent express motives of its behavior: the intention to succeed optimization (a minimum of a construction volume) and the intention to keep load bearing capacity of a construction. Possible actions of the agent that express a choice of section size of an element correspond to motives. The process of choosing actions on the basis of two motivations represents the finite Markov process. It can be carried out by means of a reinforcement learning method. In this method the agent earns some reward for each action (positive or negative). The goal of the agent's behavior is to maximize the total reward. The agent makes an assessment of each action for planning the behavior strategy. The choice of the behavior strategy is carried out on the basis of this assessment. As all goals of agents are connected by all-system law of behavior, it allows to carry out purposeful behavior and to optimize the construction.

DOI: 10.22227/1997-0935.2013.11.240-247

References
  1. Meyer J.-A., Wilson S.W., editors. From Animals to Animats: Proceedings of the First International Conference on Simulation of Adaptive Behavior (Complex Adaptive Systems). Cambridge, Massachusetts, London, England, the MIT Press, 1990.
  2. Nepomnyashchikh V.A. Animaty kak model' povedeniya zhivotnykh [Animats as the Model of Animal Behavior]. Neyroinformatika — 2002: IV Vserossiyskiyskaya nauchno-tekhnicheskaya konferentsiya [Neuroinformatics — 2002: the 4th All-Russian Scientific and Technical Conference]. Moscow, MIFI Publ., 2003, pp. 58—76.
  3. Nepomnyashchikh V.A. Poisk obshchikh printsipov adaptivnogo povedeniya zhivykh organizmov i animatov [Searching for the General Principles of Adaptive Behavior of Living Organisms and Animats]. Novosti iskusstvennogo intellekta [News of Artificial Intelligence]. 2002, no. 2, pp. 48—53.
  4. Red'ko V.G. From Animal to Animat — napravlenie issledovaniy «adaptivnoe povedenie» [From Animal to Animat — the Line of Research "Adaptive Behavior”]. Ot modeley povedeniya k iskusstvennomu intellektu [From Behavior Models to Artificial Intelligence] Moscow, KomKniga Publ., 2010, 456 p.
  5. Gorodetskiy V.I., Grushinskiy M.S., Khabalov A.V. Mnogoagentnye sistemy (obzor) [Multiagent Systems (review)]. Novosti iskusstvennogo intellekta [News of Artificial Intelligence]. 1998, no. 2, pp. 64—116.
  6. Wooldridge M., Michael J. An Introduction to MultiAgent Systems. 2nd ed. John Wiley & Sons, 2009, 484 p.
  7. Satton R.S., Barto E.G. Obuchenie s podkrepleniem [Reinforcement Learning]. Moscow, BINOM, Laboratoriya znaniy Publ., 2012, 400 p.
  8. Tarasov V.B. Ot mnogoagentnykh sistem k intellektual'nym organizatsiyam: filosofiya, psikhologiya, informatika [From Multiagent Systems to Intellectual Organizations: Philosophy, Psychology, Informatics]. Moscow, Editorial URSS Publ., 2002, 352 p.
  9. Volkov A.A. Gomeostat v stroitel'stve: sistemnyy podkhod k metodologii upravleniya [Homeostat in construction: a systems approach to management methodology]. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and civil construction]. 2003, no. 6, p. 68.
  10. Volkov A.A. Osnovy gomeostatiki zdaniy i sooruzheniy [Fundamentals of Homeostatic Buildings and Structures]. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and civil Engineering]. 2002, no. 1, pp. 34—35.
  11. Volkov A.A. Gomeostat stroitel'nykh ob"ektov. Chast' 3. Gomeostaticheskoe upravlenie [Homeostat of Construction Projects. Part 3. Homeostatic Management]. Stroitel'nye materialy, oborudovanie, tekhnologii XXI veka [Building Materials, Equipment, Technologies of the 21st century]. 2003, no. 2, pp. 34—35.
  12. Volkov A.A., Vaynshteyn M.S., Vagapov R.F. Raschety konstruktsiy zdaniy na progressiruyushchee obrushenie v usloviyakh chrezvychaynykh situatsiy. Obshchie osnovaniya i optimizatsiya proekta [Design Calculations for the Progressive Collapse of Buildings in Emergency Situations. Common Grounds and Project Optimization]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2008, no. 1, pp. 388—392.
  13. Anokhin P.K. Printsipial'nye voprosy obshchey teorii funktsional'nykh sistem [Fundamental Questions of the General Theory of Functional Systems]. Ot modeley povedeniya k iskusstvennomu intellektu [From Behavior Models to Artificial Intelligence]. Moscow, KomKniga Publ., 2010, 456 p.

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Using logic in the resolution of problems of the energy supply to buildings: particular aspectsof application of the logic of relay contact circuits in civil engineering

Vestnik MGSU 11/2013
  • Pryadko Igor' Petrovich - Moscow State University of Civil Engineering (MGSU) Candidate of Culturology, Associate Professor, Department of Political and Social Sciences, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.

Pages 248-255

The author’s objective is to drive the attention of specialists in civil engineering to the problem of application of the logic of relay contact circuits in the field of design and construction of buildings. The logic of relay contact circuits was developed by V.I. Shestakov, an outstanding Russian physicist and mathematician. The author demonstrates how the solutions based on formal logic laws can serve to optimize electric circuits. In the article, the author continues his research into the problem of logic in civil engineering initiated in his prior works concerning the logic-based research performed by N.M. Gersevanov, a hydraulic engineer. The author emphasizes the continuity of the idea of logic application in technology and civil engineering. Logical implications represented typical constituents of the works of Russian scientists who addressed the issue of the logical knowledge characterization in the 20ies—40ies of the 20th century. Yet the complexities that domestic scholars had to resolve when substantiating the priority of their discoveries were also evident.The author also considers the reasons of the poor attention of domestic and international academic communities to innovatory developments of the Russian scholar who was able to consolidate the theoretical and natural science approaches within the scope of the logic. This issue is discussed in the final section of the article. The author considers it necessary to insist on the priority of domestic developments in the area of applying logic in technology-intensive industries. The author provides examples from the history of science and technology to substantiate his viewpoint.

DOI: 10.22227/1997-0935.2013.11.248-255

References
  1. Shestakov V.I. Algebra dvupol'nykh skhem, postroennykh isklyuchitel'no iz dvukhpolyusnikov (Algebra A-skhem) [Algebra of Double Circuits Composed Solely of One-port Networks (Algebra of A-Circuits)]. Zhurnal teoreticheskoy fiziki [Journal of Theoretical Physics]. 1941, no. 6, vol. 11, pp. 532—549.
  2. Shestakov V.I. Predstavlenie kharakteristicheskikh funktsiy predlozheniy posredstvom vyrazheniy, realizuemykh releyno-kontaktnymi skhemami [Presentation of Characteristic Functions of Sentences through Expressions Implemented by the Relay Logic]. Izvestiya AN SSSR. Seriya «Matematika». [News Bulletin of the Academy of Sciences of the USSR. Mathematics Series]. 1946, no. 10. Ñ. 25—43.
  3. Shannon C. Symbolic Analysis of relay and Switching Circuits. Trans of Amer. Institute of Electr. Engineers. 1938, vol. 57, pp. 713—723.
  4. Biryukov B.V., Verstin I.S., Levin V.I., Karpenko A.S., editor. Zhiznennyy i nauchnyy put' Viktora Ivanovich Shestakova — sozdatelya logicheskoy teorii releyno-kontaktnykh skhem [Life and Academic Career of Viktor Ivanovich Shertakov, Author of the Logical Theory of Relay Contact Circuits]. Logicheskie issledovaniya [Logic Research]. Moscow, Nauka Publ., 2007, no. 14, pp. 25—72.
  5. Biryukov B.V. Zhar kholodnykh chisl i pafos besstrastnoy logiki [Heat of Cold Numbers and Pathos of Unbiased Logic]. Moscow, Znanie Publ., 1985, 192 p.
  6. Levin V.I., Karpenko A.S., editor. Akira Nakashima i logicheskoe modelirovanie diskretnykh skhem [Akira Nakashima and Logical Modeling of Discrete Skeletons]. Smirnovskie chteniya po logike. 5-ya konferentsiya, 20—22 iyunya 2007 [The Smirnov Readings in Logic. The 5th Conference, 20—22 June, 2007]. Moscow, IFRAN Publ., 2007, pp. 150—153.
  7. Karlik L.N. Fransua Mazhandi [Francois Magendie]. Klinicheskaya meditsina [Clinical Medicine]. 1959, vol. 37, no. 2, p.142.
  8. Motroshilova N.V. Zenon Eleyskiy: aporii v svete problem bytiya [Zeno Eleatic: Aporias of the Problems of Existence]. Istoriya filosofii. Zapad — Rossiya — Vostok [History of Philosophy. West-Russia-East]. Moscow, Greko-latinskiy cabinet Publ., vol. 1, 1995, pp. 75—77.
  9. Proclus. Pervoosnovy teologii [Fundamentals of Theology]. Moscow, 1993.
  10. Roginskiy V.N., Glushkov V.M., editor. Releyno-kontaktnykh skhem teoriya [Theory of Relay Contact Circuits]. Entsiklopediya kibernetiki [Encyclopoedia of Cybernetics]. Kiev, 1947, vol. 2, pp. 293—295.
  11. Biryukov B.V. Logiko-matematicheskie aspekty teorii avtomatov [Logical and Mathematical Aspects of the Theory of Automatic Machines]. Nauchnye doklady vysshey shkoly. Filosofskie nauki [Research Reports of Institutions of Higher Education. Philosophical Sciences]. 1964, no. 5, pp. 44—52.
  12. Tete Fillis, Slesarev M.Yu. Primenenie nechetkikh mnozhestv v ekspertnykh sistemakh otsenki vozdeystviya stroitel'stva inzhenernykh sooruzheniy na shel'fe Gany [Using Fuzzy Sets in Expert Systems of Assessment of Influence of Engineering Structures on the Shelf of Ghana]. Otsenka riskov i bezopasnosti v stroitel'stve: Mezhdunarodnaya molodezhnaya konferentsiya. Sbornik nauchnykh trudov Instituta stroitel'stva i arkhitektury MGSU [Assessment of Risks and Safety of Construction Works: International Youth Conference. Collection of Academic Works of Moscow State University of Civil Engineering]. Moscow, MGSU Publ., 2012, no. 4, pp. 255—258.

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Possibilities of gpu use in the process of construction calculations

Vestnik MGSU 11/2013
  • Yakushev Vladimir Lavrent'evich - Institute for Computer Aided Design of Russian Academy of Sciences (ICAD RAS) Doctor of Physical and Mathematical Sciences, Professor, Chief Research Associate, Department of Informational Support, Mathematic Modelling and Management, Institute for Computer Aided Design of Russian Academy of Sciences (ICAD RAS), 19/18, 2-nd Brestskaya str., Moscow, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Filimonov Anton Valer'evich - Institute for Computer Aided Design of Russian Academy of Sciences (ICAD RAS) Research Associate, Department of Informational Support, Mathematic Modelling and Management, Institute for Computer Aided Design of Russian Academy of Sciences (ICAD RAS), 19/18, 2-nd Brestskaya str., Moscow, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Soldatov Pavel Yur'evich - Institute for Computer Aided Design of Russian Academy of Sciences (ICAD RAS) postgraduate student, Department of Informational Support, Mathematic Modelling and Managemen, Institute for Computer Aided Design of Russian Academy of Sciences (ICAD RAS), 19/18, 2-nd Brestskaya str., Moscow, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 256-262

Computer aided design (CAD) and computer aided engineering (CAE) systems are significant tools in modern construction industry. More computations have to be run and handled to achieve the desired accuracy for more detailed models. Therefore, solver of sparse systems of linear algebraic equations is an important and time-consuming part of such software. Raising productivity of conventional clusters has become more complicated. Graphics processor units (GPU) may reach many folds higher productivity than standard CPU, especially in massive data operations. The paper suggests simple and productive technique of speeding up existing solver by implementation of GPU computing.The solver performs Cholesky factorization and is effectively omp-parallelized. Profiling indicated that matrix multiplications executed by standard BLAS library took up to eighty per cent of solver time running. Hence it was possible to distribute tasks between CPU and GPU dynamically by slight code modifications using standard BLAS interface.Proper matrices sizes were identified as data transfer between CPU and GPU. Data transfer takes too long, and multiplication of smaller matrices on GPU would slow down the solver. Allocation of pinned memory improved cooperation between processing units, while enabling the asynchronous transfer increased the load of the GPU. Cuda streams were associated with every omp thread to avoid queues of GPU calls. All the settings may be considerably different depending on hardware and software available, so tests were run on multiple computer configurations.Up to date the factorization time running is reduced by forty to sixty per cent. In order to further enhance the application, it is planned to implement multi-GPU and optimize matrix multiplication algorithm.

DOI: 10.22227/1997-0935.2013.11.256-262

References
  1. Cullinan C., Wyant C., Frattesi T. Computing Performance Benchmarks among CPU, GPU, and FPGA. Available at: http://www.wpi.edu/. Date of access: 26.03.2013.
  2. General-Purpose Computation on Graphics Hardware. Available at: http://www.gpgpu.org/. Date of access: 26.03.2013.
  3. Yakushev V.L., Zhuk Yu.N., Simbirkin V.N., Filimonov A.V. Realizatsiya metodov rascheta dlya bol'sherazmernykh zadach stroitel'noy mekhaniki v programmnom komplekse STARK ES. [Implementation of Calculation Methods for Major Tasks in Structural Mechanics Using STARK ES Software]. Vestnik kibernetiki [The Bulletin of Cybernetics]. 2011, no. 10, pp. 109—116.
  4. Yakushev V.L., Simbirkin V.N., Filimonov A.V. Reshenie bol'sherazmernykh zadach stroitel'noy mekhaniki metodom konechnykh elementov v programmnom komplekse STARK ES [Solution of Major Tasks in Structural Mechanics Using FE Method in STARK ES Software]. Teoriya i praktika rascheta zdaniy, sooruzheniy i elementov konstruktsiy. Analiticheskie i chislennye metody: Sbornik trudov mezhdunarodnoy nauchno-prakticheskoy konferentsii [Theory and Practice of Computations for Buildings, Structures and Structural Elements. Analytic and Numerical Methods: Proceedings of International Science-and-Practice Conference]. Moscow, MGSU Publ., 2010, pp. 516—526.
  5. Hogg J.D., Reid J.K., Scott J.A. Design of a Multicore Sparse Cholesky Factorization Using DAGs. STFC Technical Report RAL-TR-2009-027. Science and Technology Facilities Council, 2009.
  6. Sanders J., Kandrot E. CUDA by Example: an Introduction to General Purpose GPU Programming. Available at: http://developer.nvidia.com. Date of access: 26.03.2013.
  7. CUBLAS Library User Guide. NVIDIA Corporation. Available at: http://developer.nvidia.com. Date of access: 26.03.2013.
  8. Tan G., Li L., Triechle S., Phillips E., Bao Y., Sun N. Fast implementation of DGEMM on Fermi GPU. Proceedings of 2011 International Conference for High Performance Computing, Networking, Storage and Analysis. ACM New York, NY, USA , pp. 35:1—35:11.
  9. CUDA C Programming Guide. Available at: http://docs.nvidia.com. Date of access: 26.03.2013.
  10. CUDA C Best Practices Guide. Available at: http://docs.nvidia.com. Date of access: 26.03.2013.

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SOFTWARE PACKAGE FOR STATISTICAL PROCESSING OF UPPER-AIR DATA DESIGNATED FOR ASSESSMENT OF CONDITIONS OF ATMOSPHERIC DISPERSION AS PART OF GEOECOLOGICAL JUSTIFICATION OF CONSTRUCTION OF NUCLEAR AND THERMAL POWER PLANTS

Vestnik MGSU 2/2012
  • Alduhov Oleg Aleksandrovich - Russian Institute for Hydrometeorological Information - World Data Center (RIHMI-WDC) Candidate of Physics and Mathematics, Senior Research Fellow 8 (48439) 74-604, Russian Institute for Hydrometeorological Information - World Data Center (RIHMI-WDC), 6 Koroleva Str., Obninsk City, Kaluga Region, Russia, 249020; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Brjuhan' Аndrej Fedorovich - OOO GrafProektStroyIziskaniya Candidate of Technical Sciences, Chief Project Engineer 8 (495) 637-67-71, OOO GrafProektStroyIziskaniya, Fabrichnaya Str., Schelkovo, Moscow Region, 141100, Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 188 - 192

Investigation of the atmospheric dispersion as part of the process of selection of sites to accommodate nuclear and thermal power plants is performed to identify concentration fields of emissions and to assess the anthropogenic impact produced on the landscape components and human beings. Scattering properties of the atmospheric boundary layer are mainly determined by the turbulence intensity and the wind field. In its turn, the turbulence intensity is associated with the thermal stratification of the boundary layer. Therefore, research of the atmospheric dispersion is reduced to the study of temperature and wind patterns of the boundary layer. Statistical processing and analysis of the upper-air data involves the input of the data collected by upper-air stations. Until recently, the upper-air data covering the standard period between 1961 and 1970 were applied for these purposes, although these data cannot assure sufficient reliability of assessments in terms of the properties of the atmospheric dispersion. However, recent scientific and technological developments make it possible to substantially increase the data coverage by adding the upper-air data collected within the period between 1964 and 2010. The article has a brief overview of BL_PROGS, a specialized software package designated for the processing of the above data. The software package analyzes the principal properties of the atmospheric dispersion. The use of the proposed software package requires preliminary development of a database that has the information collected by an upper-air station. The software package is noteworthy for the absence of any substantial limitations imposed onto the amount of the input data that may go up in proportion to the amount of the upper-air data collected by upper-air stations.

DOI: 10.22227/1997-0935.2012.2.188 - 192

References
  1. VSN 34 72.111—92. Inzhenernye izyskanija dlja proektirovanija teplovyh jelektricheskih stancij. [Engineering Survey for the Design of Thermal Power Plants]. Moscow, Mintopjenergo RF, 1992, 121 p.
  2. Osnovnye trebovanija po sostavu i ob#emu izyskanij i issledovanij pri vybore punkta i ploschadki AS (SPPNAJe—87, p. 4.1) [Basic Requirements for the Composition and Volume of Engineering Survey and Research in Nuclear Stations Siting]. Moscow, Minatomjenergo SSSR, 1987, 93 p.
  3. Brjuhan' F.F., Ivanov V.N. Konceptual'naja shema ajerometeorologicheskih issledovanij pri vybore punkta i ploschadki atomnyh stancij [The Conceptual Scheme of Aerometeorological Investigation in Selecting of the Area of Nuclear Power Plants Siting]. Trudy IJeM. 1992, Issue # 55 (155), pp. 3—12.
  4. Atmospheric Dispersion in Nuclear Power Plant Siting: A Safety Guide. IAEA Safety series. # 50-SG-S3, Vienna, IAEA, 1980, 108 p.
  5. Sokolov Yu.Yu. Arhiv srochnyh ajerologicheskih dannyh v pogranichnom sloe na ML ES JeVM [Current Upper-Air Data Archive in the Boundary Layer on the Magnetic Tapes of ES Computers]. Trudy VNIIGMI-MCD, 1987, Issue # 140, pp. 48—55.
  6. Rudenkova T.V. Format arhivacii tekuschih ajerologicheskih dannyh, postupajuschih po kanalam svjazi dlja PJeVM [An Archiving Format of the Current Upper-Air Data Received Via the Communication Channels for PCs]. Trudy VNIIGMI-MCD, 2010, Issue # 174, pp. 41—63.
  7. Alduchov O.A., Eskridge R.E. Complex Quality Control of Upper Air Parameters at Mandatory and Significant Levels for the CARDS Dataset: NCDC Report, Asheville (NC), 1996, 151 pp.

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METHODOLOGY AND SOFTWARE DESIGNATED FOR THE CALCULATION OF VALUES OF CHEZY DISCHARGE COEFFICIENT C AND RELATIVE ROUGHNESS COEFFICIENT n WITHIN THE FRAMWEWORK OF RESEARCH OF FREE-FLOW PIPELINES

Vestnik MGSU 3/2012
  • 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 .
  • Khurgin Roman Efimovich - Moscow State University of Civil Engineering (MSUCE) Senior Lecturer, Department of Water Supply, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russia; 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 205 - 210

The article represents a brief overview of the software programme designated for computer-aided calculation of values of the Chezy discharge coefficient. Recommendations are also provided to users of the proposed software. The proposed methodology is designated for the automated processing of the experimental data obtained in the course of the research of free water flows passing through the hydraulic test rig. The methodology is also designated for the identification of the mathematical relation describing the alteration of hydraulic exponents and for the construction of graphs to illustrate the relations describing the free flow inside pipelines, if made of different types of materials that display varied roughness values.
The proposed methodology represents a set of successive stages to be implemented.
Stage 1. Identification of pressure loss, if the pipeline length is equal to h, and the hydraulic friction coefficient is equal to λ.
Stage 2. Calculation of the average flow strength.
Stage 3. Calculation of hydraulic friction coefficient λ.
Stage 4. Calculation of average filling value h/dave in the beginning and in the end of the experimental section of the water flow; calculation of hydraulic radius Rave.
Stage 5. Calculation of С, Chezy discharge coefficient.
The following steps are to be performed to calculate coefficient of roughness n:
Selection of optimal relation С=f(R) from the multiplicity of proposed relations;
Solving the two equations in relation to n.
The proposed software employs the half-interval method to identify the value of n.
The software is also capable of generating graphs (curves) to describe the relations in question.
The proposed methodology and the software designated for the calculation of Chezy and roughness coefficients makes it possible for users to identify the hydraulic properties of pipelines made of advanced materials or having advanced coatings. The availability of the above information is to optimize the selection of the pipeline repair material on the basis of the assessment of hydraulic compatibility between the sections of the pipeline in operation and those being repaired.

DOI: 10.22227/1997-0935.2012.3.205 - 210

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, 2002, 159 p.
  2. Orlov V.A., Khar’kin V.A. Strategiya i metody vosstanovleniya podzemnykh truboprovodov [Strategy and Methods of Repair of Underground Pipelines]. Stroyizdat, 2001, 95 p.

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UNIFIED DATA FORMAT IN CAD SYSTEMS

Vestnik MGSU 3/2012
  • Pavlov Aleksandr Sergeevich - 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 .
  • Malykha Galina Gennadevna - 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 .
  • Ignatev Oleg Vladimirovich - 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 .
  • Kulikova Ekaterina Nikolaevna - 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 211 - 217

The main problem of data transmission unification is assurance of content consistency for information objects. Data consistency is necessary for development of a subsystem in integrated information systems. The analysis completed by the authors demonstrates that there is no data exchange format in CAD systems covering the whole variety of data to be transmitted via the communication channel. Therefore, STEP protocol (Standard for) (provided by international standard ISO 1030) is proposed for data transmission unification. The protocol determines a neutral data format realized through the product information model. This model incorporates the elements and the configuration of the product, different geometrical models, administrative and special data.
All data are described in STEP using object-oriented language EXPRESS similar to the programming language. Access to EXPRESS data is provided by standard methods. EXPRESS language is designated for the conceptual description of the model. Global description is split into subject domains, or schemes. The information model represents interconnected schemes.
A scheme consists of a set of elements that may include entities, types, constants, rules, functions and procedures.

DOI: 10.22227/1997-0935.2012.3.211 - 217

References
  1. Gusakov A.A. Sistemotekhnika stroitel’stva [System Engineering of Construction]. Moscow, Stroyizdat Publ., 1993, 368 p.
  2. Malykha G.G. Nauchno-metodologicheskie osnovy avtomatizatsii proektirovaniya v mezhdunarodnykh stroitel’nykh proektakh [Scientific and Methodological Foundations of Design Automation in International Construction Projects]. Moscow, Moscow State University of Civil Engineering, 1999, 299 p.
  3. Pavlov A.S. Nauchnye osnovy peredachi informatsii i raspoznavaniya ob”ektov v sistemakh stroitel’nogo proektirovaniya [Scientific Principles of Information Transmission and Objects Identification in Computer Aided Design Systems]. Moscow, Moscow State University of Civil Engineering, 2003, 357 p.
  4. 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, 2005, 377 p.

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ASSESSMENT OF ORGANIZATIONAL AND TECHNOLOGICAL RELIABILITY OF INDUSTRIAL CONSTRUCTION ENTERPRISES

Vestnik MGSU 3/2012
  • Gazaryan Robert Kamoevich - 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 .
  • Chulkov Vitaliy Olegovich - Moscow State Academy of Communal Services and Construction (MSUCSC) , Moscow State Academy of Communal Services and Construction (MSUCSC), 30 Srednyaya Kalitnikovskaya St., Moscow, 109029, 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) , 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 .
  • Kulakov Kirill Yurevich - 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 218 - 222

In this article, the procedure of identification of organizational and technological reliability is described. This methodology is applicable both to separate functional areas and to all industrial enterprises. Its objective is to assess the expediency of reorganization. The objective of this scientific research is the substantiation of reorganization of an industrial enterprise. Multivariable models, or convolutions, were used as research methods. According to the RF law, industrial enterprises are divided into four functional areas, each of which is assessed on the basis of multiple criteria. Assessment of organizational and technological reliability requires a multi-parameter model. Its axes correspond to the number of evaluation criteria. The set of criteria designated for the assessment of organizational and technological reliability is identified on the basis of the homogeneity of trend indicators designated for centripetal and centrifugal models. The axes of a multi-parameter model represent real and benchmark values. The unit serves as the benchmark value; it is the maximal value of this parameter. The formula based on average values shall be used to determine the total value of the above parameters. The authors have also generated a model of organizational and technological reliability of industrial enterprises. It is noteworthy that assessment of organizational and technological reliability of an industrial enterprise requires a concentric multi-layer model developed through the application of the convolution method.

DOI: 10.22227/1997-0935.2012.3.218 - 222

References
  1. INFOGRAFIYa. Tom 1: Mnogourovnevoe infograficheskoe modelirovanie. Modul’nyy kurs lektsiy. Seriya «Infograficheskie osnovy funktsional’nykh sistem» [Infographics Vol. 1. Multilevel Infografical Modeling. Modular Course of Lectures]. Series of Infografical Foundations of Functional Systems. Edited by Chulkov V.O. SvR-ARGUS Publ., Moscow, 2007, 352 p.

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INTERACTION BETWEEN MODELS OF THE LIFE CYCLE OF INDUSTRIAL ENTERPRISE AND CYCLE OF ITS REORGANIZATION

Vestnik MGSU 3/2012
  • Chulkov Vitaliy Olegovich - Moscow State Academy of Communal Services and Construction (MSUCSC) , Moscow State Academy of Communal Services and Construction (MSUCSC), 30 Srednyaya Kalitnikovskaya St., Moscow, 109029, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Kulakov Kirill Yurevich - 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 .
  • Grabovyy Kirill Petrovich - 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 .
  • Gazaryan Robert Kamoevich - 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 223 - 227

The objective of this scientific research is to develop a theoretical model of organizational and technology-related processes of reorganization of industrial enterprises, as well as their interaction. Multipoint logic notions of growth and interaction phases are used as research methods. The author describes the basic stages of reorganization, the life cycle of industrial enterprises and the cycle of their transformation. The processes are presented as an infographical image that represents a concentric model of interaction. This concentric model represents interaction between two or more phases. The process is entitled infografical modeling on the polyfunctional level. The concentric model moves both clockwise and anti-clockwise. Basic organizational and technological processes of reorganization of industrial enterprises that include decision making in terms of expediency of reorganization, design, construction, and performance of industrial enterprises at full capacity, and further operation of the industrial enterprise are described in the paper. Attainment of this objective, namely, reorganization of an industrial enterprise, involves a huge amount of resources, including labour resources that need interaction with all parties of reorganization; therefore, the concentric model of interaction describing the basic cycle of reorganization, the life cycle of an industrial enterprise and the cycle of its conversion is a trustworthy representation of this process. The proposed concentric model of interaction should be used in the design of organizational and technology-related processes for integrated consideration of reorganization of enterprises required to understand and improve the efficiency of reorganizations and to control the reorganization of industrial facilities.

DOI: 10.22227/1997-0935.2012.3.223 - 227

References
  1. INFOGRAFIYA. Tom 2: Infograficheskoe modelirovanie nelinyeinykh virtual’nykh funktsional’nykh sistem soorganizatsii dyeyatel’nosti [INFOGRAFICS. Part 2: Infografical Simulation of Nonlinear Functional Systems of Co-organized Operations]. Edited by Chulkov V.O. Moscow, 2007, 264 p.

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QUALITATIVE ANALYSIS OF EXTREMAL PROBLEMS IN ARBITRARY DOMAINS

Vestnik MGSU 3/2012
  • Samokhin Mikhail Vasilevich - Moscow State University of Civil Engineering (MSUCE) 8 (499) 183-29-38, 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 228 - 232

The author explores linear extremal problems of classes of bounded analytic functions and generalized classes discovered by V.I. Smirnov; the author also considers the representability of extremals by means of Cauchy-Stieltjes integral.
The author considers the problems concerning where B is either a unit sphere in the (D) space or one of the classes , p>1. He shows the possibility of the results concerning the characteristic of extreme functions, their uniqueness, the possilble presentation of the functions from the classes and with the use of the Cauchy-Stieltjes integrals in the component of the D\ suppµ set and the boundary behavior of an extreme function from the (D) class.
One should note that the given mathematical system can be implemented for making decisions in the field of construction engineering and structural analysis, it can provide research assistants and engineers with the background necessary for developing sound solutions and rational proposals.

DOI: 10.22227/1997-0935.2012.3.228 - 232

References
  1. Khavinson S.Ya. Ob analiticheskoy emkosti mnozhestva, sovmestnoy netrivial’nosti razlichnykh klassov analiticheskikh funktsiy i lemme Shvartsa v proizvol’nykh oblastyakh [About the Analytic Capacity of the Set, Joint Nontriviality of Different Classes of Analytic Functions and Schwartz Lemma in Arbitrary Domains]. Matematicheskiy Sbornik [Mathematical Collection], 1961, no. 54.
  2. Khavinson S.Ya. Ekstremal’nye zadachi dlya nekotorykh klassov analiticheskikh funktsiy v konechnosvyaznykh oblastyakh [Extremal Problems for Some Classes of Analytic Functions in Finitely Connected Domains]. Matematicheskiy Sbornik [Mathematical Collection], 1955, no. 36.

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ABOUT JOINT NONTRIVIALITY OF EXTREMAL PROBLEMS IN ARBITRARY CONNECTIVITY DOMAINS

Vestnik MGSU 3/2012
  • Samokhin Mikhail Vasilevich - Moscow State University of Civil Engineering (MSUCE) 8 (499) 183-29-38, 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 233 - 235

The author considers relation of the problem of removable singularities for classes of analytic functions to the problem of triviality of extremal problems in the aforesaid classes.
The author presents the results of the study of combined nontriviality of extreme problems in the classes and and considers the connection of extreme measures to the problem of erasure of singularities for these classes. He also shoes the possibility of approximation of an analytic in the D-domain function through the functions from the (D) class or from one of classes.
The developed mathematical modeling methods can be used for structural analysis as well as for research purposes. One should mention that the given mathematical system can be implemented for making decisions in the field of construction engineering and design process, it can provide research assistants and engineers with the background necessary for developing sound solutions and rational proposals.

DOI: 10.22227/1997-0935.2012.3.233 - 235

References
  1. Samokhin M.V. Kachestvennyy analiz ekstremal’nykh zadach v proizvol’nykh oblastyakh [Qualitative Analysis of Extremal Problems in Arbitrary Domains]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering], Moscow, 2012, no. 3, pp. 228—232.
  2. Khavin V.P. O prostranstve ogranichennykh regulyarnykh funktsiy [About the Area of Limited Regular Functions]. Sibirskiy matematicheskiy zhurnal [Siberian Journal of Mathematics], 1961 Vol. 2.
  3. Rudin W. Some Theorems on Bounded Analytic Functions. Trans. Amer. Math. Soc., 1955, Vol. 78.

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PROBLEMS OF INDIRECT ILLUMINATION IN THE AUTOCAD ENVIRONMENT

Vestnik MGSU 6/2012
  • Lebedeva Irina Mikhaylovna - Moscow State University of Civil Engineering (MGSU) Associate Professor, Department of Descriptive Geometry and Graphics, Moscow State University of Civil Engineering (MGSU), Moscow State University of Civil Engineering (MGSU); This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 126 - 129

The author tackles the problem of realistic rendering associated with the share of scattered light in the overall illumination. Methods of reflected light rendering, implemented in AutoCAD, are described in the article. Methods of suppression of visualization defects are also provided. A brief description of the algorithm of photon tracing, influence of parameters and settings of the photon tracing on the quality and reliability of lighting are provided. The author also describes alternative methods of simulating lighting patterns in the AutoCAD environment.

DOI: 10.22227/1997-0935.2012.6.126 - 129

References
  1. Bayakovskiy Yu.M., Galaktionov V.A. Sovremennye problemy komp’yuternoy (mashinnoy) grafiki [Contemporary Problems of Computer (Machine) Graphics]. Available at http://spkurdyumov.narod.ru/ GalaktionovVladimir.htm. Date of access: 02.05.2012.
  2. Kelly L. Murdock. 3ds Max 8 Bibliya pol’zovatelya [3ds Max 8 User Bible]. Moscow, Dialektika Publ., 2008.
  3. Klimacheva T.N. 3D-modelirovanie v AutoCAD 2007—2010 [3D-Modeling within AutoCAD 2007-2010]. Moscow, DMK Press Publ., 2011.
  4. Lebedeva I.M. Realisticheskaya vizualizatsiya trekhmernykh modeley v srede AutoCAD [Realistic Visualization of Three-dimensional Models in the Environment of AutoCAD]. MSUCE, Moscow, 2011.
  5. Matias Pedersen. Tekhnologiya i metody osveshcheniya [Lighting Techniques and Technology] Available at: http://b3d.mezon.ru/index.php. Date of access: 02.05.2012.
  6. Sivakov I. Kak komp’yuter rasschityvaet izobrazheniya. Tekhnologii programmnogo renderinga. 2004. [How Does the Computer Analyze Images? Software Rendering Technologies. 2004]. Available at: http://www.fcenter.ru/online.shtml?articles/hardware/videos/8749#1. Date of access: 02.05.2012.
  7. Sinenko S.A. Lebedeva I.M. Problemy realisticheskoy vizualizatsii organizatsionno-tekhnologicheskikh resheniy v srede AutoCAD [Problems of Realistic Visualization of Organizational and Technological Solutions in the AutoCAD Environment]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 8, pp. 451—458.
  8. Shikin E.V., Boreskov A.V. Komp’yuternaya grafika. Dinamika, realisticheskie izobrazheniya [Computer Graphics. Dynamic, Realistic Images]. Moscow, Dialog-MIFI Publ., 1995.

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Computer-aided design of repairs of buildings and the engineering infrastructure

Vestnik MGSU 9/2012
  • Volkov Andrey Anatolevich - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Chair, Department of Information Systems, Technology and Automation in Civil Engineering, 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 .
  • Yarulin Rustam Nazipovich - Moscow State University of Civil Engineering (MGSU) postgraduate student, Department of Information Systems, Technology and Automation in Civil Engineering, 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 234 - 240

The authors argue that the design development procedure and the technology-based preparation
for the renovation of buildings and the engineering infrastructure are to be considered as a
comprehensive process to be automated. One of the main problems that accompany the process
of budgeting and scheduling of renovation projects consists in incidental expenses for extra repairs,
as they are difficult to project. The authors suggest developing a specialized computer aided design
system capable of simulating the building renovation procedure. This methodology is available in the
Russian legislation dealing with the renovation activities; it covers supplementary activities and helps
experts make efficient decisions aimed at saving construction materials, time and human resources.
The subsystems of the CAD software facility responsible for the planning of renovation works
include a database, a database management system, a decision making subsystem, a decision
synthesis subsystem, a decision analysis system (decision retrospection), a decision evaluation
system and other subsystems.

DOI: 10.22227/1997-0935.2012.9.234 - 240

References
  1. Sistemy tekhnicheskoy ekspluatatsii, remonta i rekonstruktsii zdaniy i sooruzheniy [Systems of technical maintenance, repair and reconstruction of buildings and structures]. Available at: http://www.lidermsk.ru/articles/52. Date of access: 29.07.2012.
  2. VSN 58-88(r). Polozhenie ob organizatsii, provedenii rekonstruktsii, remonta i tekhnicheskogo obsledovaniya zhilykh zdaniy, ob”ektov kommunal’nogo khozyaystva i sotsial’no-kul’turnogo naznacheniya [VSN 58-88(r). Provisions concerning the organization, implementation of reconstruction, repair and inspection of residential buildings, public utilities, buildings of social and cultural infrastructure]. Moscow, Goskomarkhitektury Publ., 1990.
  3. Komkov V.A., Roshchina S.I., Timakhova N.S. Tekhnicheskaya ekspluatatsiya zdaniy i sooruzheniy [Technical Operation of Buildings and Structures]. Moscow, Infra-M Publ., 2005, 288 p.
  4. Burakov P.V., Petrov V.Yu. Vvedenie v sistemy baz dannykh [Introduction into Database Systems]. St.Petersburg, SPbGU ITMO Publ., 2010, 129 p.
  5. Pospelov D.A., editor. Iskusstvennyy intellect. Modeli i metody [Artificial Intelligence. Models and Methods]. Moscow, Radio i svyaz’ Publ., 1990, 304 p.
  6. Grigor’ev Yu.A., Plutenko A.D. Zhiznennyy tsikl proektirovaniya raspredelennykh baz dannykh [Life Cycle of Design of Distributed Databases]. Blagoveshchensk, Izd-vo Amurskogo gos. un-ta Publ., 1999, 265 p.

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Problem solving on the basis of information models of buildings

Vestnik MGSU 9/2012
  • Ignatova Elena Valentinovna - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Associate Professor, Department of Information Systems, Technology and Automation in Civil Engineering 8 (499) 182-66-38, 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 241 - 246

The author considers the potential of information models of buildings exemplified by the application
of Allplan technologies. Consecutive stages of research and problems under consideration
are described. The efficiency of different tools and approaches are discussed.
At the first stage, standard Allplan tools are analyzed. At the second stage, the problem of
integration and interoperability of different software programmes is analyzed. At the third stage,
the attempt to further the functional capabilities of the software programme by developing supplementary
plug-ins is made. At the fourth stage, compilation of electronic passports of buildings is
considered. The article deals with the prospects for the development of the information technology
of building models.

DOI: 10.22227/1997-0935.2012.9.241 - 246

References
  1. Ignatova E.V. BIM-aktual’naya tendentsiya v avtomatizatsii proektirovaniya [BIM as a Relevant Trend in Computer Aided Design]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2009, Special Issue, pp. 225 — 226.
  2. Ignatov V.P., Ignatova E.V. Analiz napravleniy issledovaniy, osnovannykh na kontseptsii informatsionnogo modelirovaniya stroitel’nykh ob”ektov [Analysis of Lines of Research Based on the Concept of Information Modeling of Buildings]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 1, vol.1, pp. 325 — 330.
  3. Ignatov V.P., Ignatova E.V. Effektivnoe ispol’zovanie informatsionnoy modeli stroitel’nogo ob”ekta [Building Information Model: Effective Use]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 1, vol.1, pp. 321 — 324.

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The education subsystem in computer-aided design

Vestnik MGSU 9/2012
  • Knyazeva Natalya Viktorovna - Moscow State University of Civil Engineering (MGSU) postgraduate student, Department of Information Systems, Technology and Automation in Civil Engineering 8 (499) 929-50-16, 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 247 - 250

The author believes that a software system capable of teaching engineers to use CAD systems
is to be developed in order to increase the number of highly qualified specialists in computer
aided design. The features and principles of the proposed system will be based on its unity,
compatibility, and typifi cation. They also include many components related to software, information,
methodological, mathematical, linguistic, and technical subsystems.
In the course of development of the proposed system, a specialist should pay a lot of
attention to the information subsystem composed of the knowledge database and the knowledge
databank. All information can be divided into incoming, outgoing and intermediate information
sets, the information set used to organize the learning process, and practical information used to
develop educational products. Specific properties of the knowledge database are as follows: (a)
it has a considerable capacity; (b) substantial data heterogeneity capabilities; (c) a low level of
standardization and unification. The system is responsive to dynamic changes over the time.

DOI: 10.22227/1997-0935.2012.9.247 - 250

References
  1. Garyaev N.A., Knyazeva N.V. Proektirovanie sistemy upravleniya protsessom razrabotki uchebno-metodicheskikh materialov [Design of the System of Management of the Process of Development of Educational Materials]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 1, pp. 301—305.
  2. Ginzburg A.V. Avtomatizirovannye sistemy upravleniya stroitel’stvom (ASUS) [Automated Construction Management Systems (ACMS)]. In: Sistemotekhnika stroitel’stva. Entsiklopedicheskiy slovar’ [Construction Systems Engineering. Encyclopedia]. Edited by Gusakov A.A. Moscow, ASV Publ., 2004, pp. 11—13.
  3. Ginzburg A.V., Kagan P.B. Avtomatizatsiya organizatsionno-tekhnologicheskogo proektirovaniya v stroitel’stve [Automation of Process Design in Construction]. Otkrytye Sistemy [Open Systems], 1997, no. 4.

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Functional modeling of redevelopment of non-industrial buildings

Vestnik MGSU 9/2012
  • Сhulkov Vitaliy Olegovich - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Department of Organization of Construction Process, 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 .
  • Kuzina Olga Nikolaevna - Moscow State University of Civil Engineering (MGSU) postgraduate student, Department of Information Systems, Technologies and Automation in Civil Engineering, 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 251 - 258

uirements of the customer using architectural, functional and layout-related methods. Presently,
the methodology of redevelopment of buildings and structures depends not only on the economic
and functional feasibility, historical, architectural or ecological restrictions, but also on the availability
of funding and references of customers. Therefore, new approaches to consideration of the whole
variety of options are particularly relevant, as they make it possible to choose the most preferable
result and to outline the roadmap of its attainment.
The main instrument of improvement of the efficiency of the redevelopment process is the
simulation of these processes at the stage of business planning, or due diligence. Development
of a functional model of a construction facility contemplates a systemic description of the work to
be done and a realistic analysis of forthcoming improvements, inclusive of all changes, expenses,
and resources to be consumed, as well as the most accurate coordination of performance of each
subsystem. This approach will serve as a strong basis for the assessment of costs of the work to be
performed and for the development of the process documentation and work schedules. It will also
serve as the basis for decisions concerning the expediency of the project implementation and its
potential outcomes.

DOI: 10.22227/1997-0935.2012.9.251 - 258

References
  1. Kuzina O.N., Chulkov V.O., Kazaryan R.R. Dezorganizatsiya — vazhneyshiy komponent tsikla reorganizatsii funktsional’nykh sistem [Disorganization as the Most Important Constituent of Reorganization of Functional Systems]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2009, no. 11.
  2. Kuzina O.N., Chulkov V.O. Effektivnye organizatsionno-tekhnologicheskie modeli upravleniya i vozvedeniya ob”ektov gorodskoy infrastruktury v Germanii [Effective Organizational and Technological Models of Management and Construction of Urban Infrastructure Facilities in Germany]. Collection of works “Construction as Formation of the Human Environment”. MGSU Publ., 2009.
  3. Chulkov V.O., Kuzina O.N. Vneshnie i vnutrennie otdelochnye izolyatsionnye sistemy, primenyaemye pri reorganizatsii i pereustroystve zdaniy i sooruzheniy. Reorganizatsiya i pereustroystvo ob”ektov. Proizvodstvo i ispol’zovanie stroitel’nykh materialov, izdeliy i sistem. [Outside and Interior Finishing and Insulation Systems Applied in the Course of Redevelopment and Refurbishment of Buildings and Structures. Redevelopment and Refurbishment of Buildings. Production and Use of Construction Materials, Products and Systems]. In vol. 1. Otdelochnye materialy, izdeliya i sistemy [Finishing Materials, Products and Systems]. Seriya «Infograficheskie osnovy funktsional’nykh sistem» [“Infographic Basics of Functional Systems” Series]. Moscow, SvR-ARGUS Publ., 2009.
  4. Shreyber K.A. Variantnoe proektirovanie pri rekonstruktsii zhilykh zdaniy [Multi-optional Design as Part of Reconstruction of Residential Buildings]. Residential Housing – 2000 Series. Moscow, Stroyizdat Publ., 1991.
  5. Kuzina O.N., Chulkov V.O. Informatsionnaya tekhnologiya formirovaniya zakaza na stroitel’noe pereustroystvo v interaktivnom rezhime [Information Technology of Interactive Generation of Orders for Redevelopment of Buildings]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2011, no. 3.
  6. Chulkov V.O. Pereustroystvo. Organizatsionno-antropotekhnicheskaya nadezhnost’ stroitel’stva. [Redevelopment. Organizational, Anthropogenic and Technological Reliability of Construction Works]. Seriya «Infografi cheskie osnovy funktsional’nykh sistem» [“Infographic Basics of Functional Systems” Series]. Moscow, SvR-ARGUS Publ., 2009.

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ADJUSTMENT OF MORPHOMETRIC PARAMETERS OF WATER BASINS BASED ON DIGITAL TERRAIN MODELS

Vestnik MGSU 10/2012
  • Krasil'nikov Vitaliy Mikhaylovich - Nizhny Novgorod State University of Architecture and Civil Engineering (NNGASU) assistant lecturer, Department of Hydraulic Engineering Structures, Nizhny Novgorod State University of Architecture and Civil Engineering (NNGASU), 65 Il'inskaya st., Nizhny Novgorod, 603950, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Sobol' Il'ya Stanislavovich - Nizhny Novgorod State University of Architecture and Civil Engineering (NNGASU) Candidate of Technical Sciences, Associate Professor, Department of Hydraulic Engineering Structures, Nizhny Novgorod State University of Architecture and Civil Engineering (NNGASU), 65 Il'inskaya st., Nizhny Novgorod, 603950, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 272 - 280

The authors argue that effective use of water resources requires accurate morphometric characteristics of water basins. Accurate parameters are needed to analyze their condition, and to assure their appropriate control and operation. Today multiple water basins need their morphometric characteristics to be adjusted and properly stored.
The procedure employed so far is based on plane geometric horizontals depicted onto topographic maps. It is described in the procedural guidelines issued in respect of the «Application of water resource regulations governing the operation of waterworks facilities of power plants». The technology described there is obsolete due to the availability of specialized software. The computer technique is based on a digital terrain model.
The authors provide an overview of the technique implemented at Rybinsk and Gorkiy water basins in this article. Thus, the digital terrain model generated on the basis of the field data is used at Gorkiy water basin, while the model based on maps and charts is applied at Rybinsk water basin.
The authors believe that the software technique can be applied to any other water basin on the basis of the analysis and comparison of morphometric characteristics of the two water basins.

DOI: 10.22227/1997-0935.2012.10.272 - 280

References
  1. Metodicheskie ukazaniya po sostavleniyu pravil ispol’zovaniya vodnykh resursov vodokhranilishch gidrouzlov elektrostantsiy [Guidelines for the Compilation of Rules Governing the Use of Water Resources of Water Basins of Hydraulic Power Plants]. Ministerstvo topliva i energetiki Rossiyskoy Federatsii RAO «EES Rossii» [Ministry of Fuel and Energy, RAO UES of Russia]. 2000.
  2. Avakyan A.B., Saltykin V.P., Sharapov V.A. Vodokhranilishcha [Water Basins]. Moscow, Mysl’ Publ., 1987, 325 p.
  3. Regulations of State Monitoring of Water Bodies no. 219, issued by the RF Government on 10.04.2007.
  4. Sobol’ S.V., Sobol’ I.S., Sidorov N.P., Krasilnikov V.M., Hokhlov D.N. Prognoznoe modelirovanie ekologicheskoy opasnosti vodnykh ob”ektov na urbanizirovannykh territoriyakh [Predictive Modeling of the Ecological Hazard to Water Bodies in Urban Areas]. Privolzhskiy nauchnyy zhurnal [Volga Region Scientific Journal]. 2009, no. 4, pp. 158—162.
  5. Vodokhranilishcha Verkhney Volgi [Water Basins of Upper Volga]. Nizhniy Novgorod, VVBVU Publ., 2008, 156 p.
  6. Zemlyanov I.V., Gorelits O.V., Pavlovskiy A.E., Shikunova E.Yu. Ispol’zovanie geoinformatsionnykh tekhnologiy dlya otsenki sovremennykh morfologicheskikh kharakteristik vodnykh ob”ektov [Application of the GIS Technology in the Assessment of Morphological Characteristics of Water Bodies]. Research of Oceans and Seas. Works of the State Institute of Oceanography. Moscow, FGU GOIN Publ., 2009, no. 212, pp. 258—269.
  7. Sobol’ I.S., Krasil’nikov V.M., Khokhlov D.N. Sovremennye metody s”emki podvodnogo rel’efa vodokhranilishch [Modern Methods of Mapping the Underwater Terrain of Water Basins]. Privolzhskiy nauchnyy zhurnal [Volga Region Scientific Journal]. 2010, no. 2, pp. 34—40.
  8. SP 11-104—97. Inzhenerno-geodezicheskie izyskaniya dlya stroitel’stva. Ch. III. Inzhenerno-gidrograficheskie raboty pri inzhenernykh izyskaniyakh dlya stroitel’stva [Engineering and Topographical Surveys for Construction. Part III. Engineering and Hydrographic Assignments as Part of Engineering Surveys for Construction]. Moscow, PNIIS Publ., 2004, 105 p.
  9. Krasil‘nikov V.M., Tararin A.M. Verifikatsiya gidrodinamicheskoy modeli uchastka reki Volgi, s primeneniem materialov distantsionnogo zondirovaniya Zemli iz kosmosa [Verifi cation of the Hydrodynamic Model of the Site of the Volga River through Remote Sensing of the Earth from the Space] Privolzhskiy nauchnyy zhurnal [Volga Region Scientific Journal]. 2008, no. 4, pp. 94—98.
  10. Osnovnye pravila ispol’zovaniya vodnykh resursov Rybinskogo i Gor’kovskogo vodokhranilishch na r. Volge [Basic Rules Governing the Use of Water Resources of Rybinsk and Gorkiy Water Basins of the Volga River]. Moscow, Minmeliovodkhoz RSFSR Publ., 1983, 52 p.

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