INFORMATION SYSTEMS AND LOGISTICS IN CIVIL ENGINEERING

MODIFIED KACHUGIN METHOD OF ALTERNATIVE SOFTWARE-BASED PROJECTION OF THE PATTERN OF REORGANIZATION OF ABRASION SHORES OF WATER RESERVOIRS IN THE FLAT TERRAIN

Vestnik MGSU 10/2012
  • Sobol' Il'ya Stanislavovich - Nizhniy Novgorod State University of Architecture and Civil Engineering (NNGASU) Candidate of Technical Sciences, Associate Professor, 8 (831) 430-42-89, Nizhniy Novgorod State University of Architecture and Civil Engineering (NNGASU), 65 Il'inskaya St., N. Novgorod, 603950, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Khokhlov Dmitriy Nikolaevich - Nizhniy Novgorod State University of Architecture and Civil Engineering (NNGASU) postgraduate student, Junior Researcher, 8 (831) 430-42-89, Nizhniy Novgorod State University of Architecture and Civil Engineering (NNGASU), 65 Il'inskaya St., N. Novgorod, 603950, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 281 - 288

Presently, effective regulations employed in the Russian Federation recommend the use of the methods developed by E.G. Kachuchin, G.S. Zolotarev, I.A. Pecherkin, etc. for the projection of patterns of reorganization of coastlines of water reservoirs. One of these methods, developed by E.G. Kachugin, belongs to the group of power methods based on the hypothesis that the amplitudes of destruction of the coast are proportionate to the total wave energy alongside the coastline. The Kachugin method was reworked into a computer-based two-dimensional engineering model of reorganization of the abrasion shore. The model generates alternative projections. It simulates the processes of washout and accumulation of soil in the coastal area and solves the problem of predicting the potential profile of the shore within a pre-set time period or until the abrasion is smoothed away in the course of formation of coastal shallows.
The model testing has proven its efficiency in solving the engineering problems of projecting the line of reservoir abrasion shores with a high degree of reliability.

DOI: 10.22227/1997-0935.2012.10.281 - 288

References
  1. SP 11-105—97. Inzhenerno-geologicheskie izyskaniya dlya stroitel’stva. Chast’ II. [Construction Regulations 11-105—97. Engineering and Geological Surveys for Construction. Part II]. Moscow, Stroyizdat Publ., 2000.
  2. P 30—75. Metodicheskie rekomendatsii po prognozirovaniyu pereformirovaniya beregov vodokhranilishch. [P 30—75. Methodological Recommendations concerning Projection of the Reservoir Shore Reformation]. Leningrad, 1975, 185 p.
  3. Ikonnikov. L.B. Prognoz razrusheniya beregov pri povyshenii urovnya Cheboksarskogo vodokhranilishcha [Projections concering Destruction of Coasts Caused by the Water Level Increase of the Cheboksary Reservoir]. Gidrotekhnicheskoe stroitel’stvo [Hydraulic Engineering]. 1990, no. 2. pp. 11—13.
  4. Rekomendatsii po otsenke i prognozu razmyva beregov ravninnykh rek i vodokhranilishch dlya stroitel’stva [Recommendations concerning Assessment and Projection of the Washout Pattern of Plain Rivers and Reservoirs for Construction Purposes]. Moscow, Stroyizdat Publ., 1987, 72 p.
  5. Rekomendatsii po razmeshcheniyu i proektirovaniyu rasseivayushchikh vypuskov stochnykh vod [Recommendations concerning Position and Design of the Scattering Outfl ow of Effluents]. Moscow, Stroyizdat Publ., 1981, 216 p.
  6. Krylov Yu. M., Strekalov S.S., Tsyplukhin V.F. Vetrovye volny i ikh vozdeystvie na sooruzheniya [Wind Waves and Their Effects on Buildings]. Leningrad, Gidrometeoizdat Publ., 1976, 256 p.
  7. SNiP 2.06.04—82*. Nagruzki i vozdeystviya na gidrotekhnicheskie sooruzheniya (volnovye, ledovye i ot sudov) [Construction Norms and Regulations 2.06.04—82*. Loads and Effects on Hydraulic Structures (Wave, Ice, and Vessels)]. Moscow, Stroyizdat Publ., 1989.
  8. Bronshteyn I.N., Semendyaev K.A. Spravochnik po matematike dlya inzhenerov i uchashchikhsya vtuzov [Handbook of Mathematics for Engineers and Students of Technical Universities]. Moscow, Nauka Publ., 1981, 720 p.
  9. Maksimchuk V. L. Ratsional’noe ispol’zovanie i okhrana beregov vodokhranilishch [Rational Use and Protection of the Coastline of Water Reserviors]. Kiev, Budivel’nik Publ., 1981, 112 p.
  10. Sobol’ I.S., Khokhlov D.N. Avtomatizatsiya inzhenernykh raschetov beregopereformirovaniy na vodokhranilishchakh kriolitozony [Automation of Engineering Designs of the Coast Reformation in the Reservoirs of the Cryolite Zone]. Proceedings of the 9th International Permafrost Engineering Symposium]. Yakutsk, 2011, pp. 115—120.
  11. Sobol’ S.V., Sobol’ I.S., Ikonnikov L.B., Khokhlov D.N. Analiz pereformirovaniya abrazionnykh beregov Gor’kovskogo vodokhranilishcha za period 1957—2010 gg. s prognozom na sleduyushchee desyatiletie [Analysis of Reorganization of Abrasion Shores of the Gorky Reservoir for the Period of 1957—2010 and the Forecast for the Next Decade]. Gidrotekhnicheskoe stroitel’stvo [Hydraulic Engineering]. 2011, no. 12, pp. 13—20.

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THREE-DIMENSIONAL TOPOLOGICAL MODELS OF BUILDINGS

Vestnik MGSU 10/2012
  • Bil'chuk Irina Leonidovna - Moscow State University of Civil Engineering (MGSU) Candidate of Techniclal Sciences, Associate Professor, Department of Building Informatics, 8 (499) 188-51-10, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
  • Pahl Peter Jan Pahl Peter Jan - Technical University Berlin (TUB) Prof. Dr. Dr. h. c. mult., Department of Civil Engineering, +49 (0)30 314-0; +49 (0)30 314-23222, Technical University Berlin (TUB), Straße des 17 Juni 135, D-10623, Berlin, Federal Republic of Germany; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 289 - 296

A novel data structure for the topology of three-dimensional skeletons of buildings is presented. Each face of the skeleton is mapped to two half-faces in the topological model. The boundary of a half-face consists of a cycle of half-edges. Each edge is mapped to a bundle of half-edges containing one half-edge for each half-face at the edge. The bundle is decomposed into two dihedral cycles, one for each direction of the edge, containing the half-edges ordered according to dihedral angle. The topological model is constructed by partitioning three-dimensional space. Each partition subdivides a specified cell into two convex cells. Cells can be merged if the resulting cell is convex. The partition and merge operations are efficient because they are performed on a small subset of the elements of the model in the vicinity of the affected cell and are thus independent of the size of the model.

DOI: 10.22227/1997-0935.2012.10.289 - 296

References
  1. Bungartz H.-J., Griebel M. and Zenger C., 2002. Einf?hrung in die Computergraphik. Wiesbaden, Vieweg Verlag.
  2. Lawson C.L. Properties of n-dimensional Triangulations. Computer Aided Geometric Design, no. 3(1986), pp. 231—246.
  3. Aurenhammer F., 1991. Voronoi diagrams-a Survey of a Fundamental Geometric Data Structure. ACM Comput. Surveys, 23 (1991), 345—406.
  4. Kettner L. Halfedge Data Structures. CGAL Open Source Project Release 4.0, March 2012, Chapter 26. Ðåæèì äîñòóïà: http://www.cgal.org. Äàòà îáðàùåíèÿ: ìàðò 2012 ãîäà.
  5. Damiand G. Combinatorial Maps. CGAL Open Source Project Release 4.0, March 2012, Chapter 27. Ðåæèì äîñòóïà: http://www.cgal.org. Äàòà îáðàùåíèÿ: ìàðò 2012 ãîäà.
  6. Pahl P.J. Topology of Buildings. Lecture Notes, Fachgebiet Bauinformatik, Technische Universit?t Berlin, 2012, 124 p.

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AN INTEGRATED MODEL OF PLANNING PROCESSES FOR BUILDING DEVALUATION AND RENOVATION

Vestnik MGSU 10/2012
  • Muminova Svetlana Rashidovna - Moscow State University of Civil Engineering (MGSU) Research Assistant, Scientific and Educational Centre for Information Systems and Intelligent Automatics 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 .
  • Pahl Peter Jan Pahl Peter Jan - Technical University Berlin (TUB) Prof. Dr. Dr. h. c. mult., Department of Civil Engineering, +49 (0)30 314-0; +49 (0)30 314-23222, Technical University Berlin (TUB), Straße des 17 Juni 135, D-10623, Berlin, Federal Republic of Germany; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 297 - 304

A novel integrated mathematical model for the devaluation of buildings with time and the restoration of their value through renovation is presented. The traditional approach of treating individual building components is extended to complete buildings and groups of buildings through the introduction of classified sets and renovation groups of building components. The time history of the accumulated renovation costs is determined. It is suitable for rational planning of the renovation strategy and of an economic balance between resources assigned to new construction and resources used for the renovation of buildings.

DOI: 10.22227/1997-0935.2012.10.297 - 304

References
  1. Schr?der Jules: Zustandsbewertung grosser Geb?udebest?nde. Schweizer Ingenieur und Architekt Nr.17, April 1989. Seite 449—459.
  2. Schweizer Bundesamt f?r Konjunkturfragen: Impulsprogramm Bau (IP BAU). Alterungsverhalten von Bauteilen und Unterhaltskosten: Grundlagendaten f?r den Unterhalt und die Erneuerung von Wohnbauten. Bern, Dezember 1994. 110 Seiten.

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DEVELOPMENT OF A USER INTERFACE FOR AN INTEGRATED SYSTEM OF VIDEO MONITORING

Vestnik MGSU 11/2012
  • Alfimtsev Aleksandr Nikolaevich - Moscow State Technical University named after N.E. Bauman (МSTU) Candidate of Technical Sciences, Associate Professor, Department of Information Systems and Telecommunications; +7 (499) 267-65-37, Moscow State Technical University named after N.E. Bauman (МSTU), 5 2nd Baumanskaya st., Moscow, 105005, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Loktev Daniil Alekseevich - Bauman Moscow State Technical University (BMSTU) postgraduate student, Department of Information Systems and Telecommunications, Bauman Moscow State Technical University (BMSTU), 5 2-ya Baumanskaya str., Moscow, 105005, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Loktev Aleksey Alekseevich - Moscow State University of Civil Engineering (MGSU) Candidate of Physical and Mathematical Sciences, Associate Professor, Department of Theoretical Mechanics and Aerodynamics, +7 (499) 183-24-01, 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 242 - 252

An important problem in development of an integrated multi-functional system of video monitoring
and recognition of objects is the problem of an interface that would provide a link between
various programme applications of the system and between applications and users. This interface
must be configured with reference to the object that the system of video monitoring will be attached
to, and it must be based on data transmission channels, skills and competences of users.
The authors specify the basic requirements to the software and the user interface. The concept is
implemented as a self-software facility that has successfully passed a test in ergonomics and speed.
In this project, an attempt is made to develop and implement a user interface that assures the
best relationship between individual modules of an integrated system and between the system and
the user. Therefore, the interface is to meet the following requirements: flexibility, volatility, mobility,
and frequency of principal forms and templates.
Design and development of a user interface incorporates development of pattern dialogues,
resolution of user problems, WIMP (window, icon, menu, pointing device), applied graphic scenes,
as well as connection of the interface to the application. The characteristics of users are employed
as the criteria of the interface adaptability; they can be divided into the following semantic groups:
demographic indicators, individual psychological features, psychomotor qualities, cognitive abilities,
training and qualification, motivation, nature of the system interaction with software applications.
This approach assures a high productivity of user actions through improvement of ergonomics and
better performance of the interface.

DOI: 10.22227/1997-0935.2012.11.242 - 252

References
  1. Danilov O. Al’ternativnye interfeysy [Alternative Interfaces]. Komp’yuternoe obozrenie [Computer Overview]. 1999, no. 4, pp. 14—17.
  2. Alfimtsev A.N., Devyatkov V.V. Intellektual’nye mul’timodal’nye interfeysy [Intelligent Multi-modal Interfaces]. Kaluga, Poligraf-Inform publ., 2011, 328 p.
  3. Kostyuk V.I., Khodakov V.E. Sistemy otobrazheniya informatsii i inzhenernaya psikhologiya [Systems of Data Display and Engineering Psychology]. Vyssh. shk. publ., 1977, 192 p.
  4. Zinchenko V.P., Morgunov E.B. Vvedenie v prakticheskuyu ergonomiku [Introduction into Practical Ergonomics]. Moscow, MIREA Publ., 1990, 72 p.
  5. Artem’eva I.L. Mnogourovnevye matematicheskie modeli predmetnykh oblastey [Multilevel Mathematical Models of Subject Areas]. Iskusstvennyy intellect publ., 2006, vol. 4, pp. 85—94.
  6. Gribova V.V., Tarasov A.B. Model’ ontologii predmetnoy oblasti «Grafi cheskiy pol’zovatel’skiy interfeys» [Ontology Model of the Subject Area “Graphical User Interface”]. Informatika i sistemy upravleniya [Informatics and Control Systems]. 2005, no. 1(9), pp. 80—91.
  7. Gribova V.V., Kleshchev A.C. Kontseptsiya razrabotki pol’zovatel’skogo interfeysa na osnove ontologii [Concept of Development of a User Interface on the Basis of the Ontology]. Vestnik DVO RAN [Proceedings of the Far Eastern Section of the Russian Academy of Sciences]. 2005, no. 6, pp. 123—128.
  8. Bardram J. Collaboration, Coordination, and Computer Support: an Activity Theoretical Approach to the Design of Computer Supported Cooperative Work. University of Aarhus, 1998, 84 p.
  9. Kaptelinin V. “Activity Theory: Implications for Human-Computer Interaction” II “Context and Consciousness: Activity Theory and Human-Computer Interaction”. Cambridge (MA), MIT Press, 1996, 76 p.
  10. Langley P. User Modeling in Adaptive Interfaces. Proc. of the Seventh Intern. Conf on User Modeling, 1997, pp. 357—370.
  11. Puerta A.R. Issues in Automatic Generation of User Interfaces in Model-Based Systems. Computer-Aided Design of User Interfaces, ed. by Jean Vanderdonckt. Presses Universitaires de Namur, Namur, Belgium, 1996, pp. 323—325.

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INFORMATION SUPPORT OF LIFE CYCLES OF CONSTRUCTION FACILITIES

Vestnik MGSU 11/2012
  • 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 .
  • Losev Yuriy Grigorevich - Staryy Oskol Branch of Moscow State Institute of Steel and Alloys (MISIS) Candidate of Technical Sciences, Associate Professor, Chair, Department of Industrial and Сivil Engineering, Staryy Oskol Branch of Moscow State Institute of Steel and Alloys (MISIS), 42 Makarenko District, Staryy Oskol, 309516, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Losev Konstantin Yurevich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Associate Professor, Department of Information Systems, Technology and Automation in Construction, 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 253 - 258

The authors have completed a research project that consists in the study of scientific and
technological fundamentals of an innovative construction technology that incorporates elements
of Product Life Cycle Management (PLM-elements) applied to low-rise buildings. Unified Modeling
Language (UML) has been applied to describe domain models of the construction technology. The
concept of low-rise construction that has PLM elements is based on a common information netspace
and a unified information model of a construction facility, or a BIM model. The BIM model
is developed on the basis of the Autodesk platform using Revit Suite software. The processes of
Product Data Management support are operated by PLM/PDM system, such as Lotsia PDM Plus
software. The main conclusion has been made that the implementation of the above technology is
only possible for an industrial cluster of low-rise residential buildings. Development of the above
cluster is a separate theoretical and practical challenge.

DOI: 10.22227/1997-0935.2012.11.253 - 258

References
  1. Ferronskaya A.V., editor. Gips v maloetazhnom stroitel’stve [Gypsum in Low-rise Construction]. Moscow, ASV Publ., 2008, pp. 169—178.
  2. Neyshtadt A. UML i unifi tsirovannyy protsess: prakticheskiy ob”ektno-orientirovannyy analiz i proektirovanie [UML and Unifi ed Process: Practical Object-orientated Analysis and Design]. Moscow, Lori Publ., 2008, 624 p.
  3. Lantsov A.L. Komp’yuternoe proektirovanie zdaniy [Computer Aided Design of Buildings]. Moscow, Foyli Publ., 2009, 619 p.
  4. Lotsia PDM Plus, Manual. Moscow, Lotsiya Softvea Publ., 2009, 268 p.
  5. Gromyko Yu.V. Chto takoe klastery i kak ikh sozdavat’? Epistemotekhnologicheskiy podkhod [What Are Clusters and How Can They Be Developed? An Epistemological Approach]. Al’manakh «Vostok» [“The East” Almanac]. 2007, no. 1(42). Available at: http://www.situation.ru/app/j_art_1178.htm. Date of access: 01.08.2012.
  6. Losev Yu.G., Losev K.Yu. Formirovanie podsistem prinyatiya resheniy gibkogo avtomatizirovannogo proizvodstva ob»ektov stroitel›stva [Formation of Decision Making Sub-systems for Systems of Flexible Computer-aided Production of Construction Facilities]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2005, no. 10, pp. 36—37.
  7. Losev Yu.G., Losev K.Yu. Tekhnologiya informatsionnoy podderzhki innovatsionnoy stroitel’noy sistemy. III-y etap: «Issledovanie podsistemy IPI MZhS STS «EKODOM» na real’nom SO» [Technology of Information Support of an Innovative Construction Technology. 3rd stage. Research of Operation of Ecodom Sub-system Applicable to Real Construction Facilities]. Nauchno-tekhnicheskiy otchet (zaklyuchitel’nyy) vypolneniya III etapa Gosudarstvennogo kontrakta ¹ P1457. Federal’naya tselevaya programma «Nauchnye i nauchno pedagogicheskie kadry innovatsionnoy Rossii» na 2009—2013 gg. [Scientific and Technical Report (Final Report) of Completion of the 3d Stage of the State Contract no. P1457. Federal Target-oriented Programme “Research and Academic Training Staff of Innovative Russia in 2009—2013]. Moscow, MISIS Publ., 234 p.
  8. Malakhov V.I. Kontraktnye modeli vnedreniya investitsionnykh i stroitel’nykh proektov [Contractbased Models of Implementation of Investment and Construction Projects]. Available at: http://www.cfin.ru. Date of Access: 30.09.2009.
  9. Arakcheev D.V. Analiticheskoe i programmno-tekhnologicheskoe obespechenie podderzhki adaptatsii administrativnykh resheniy v ekologicheskom menedzhmente [Analytical, Software and Engineering Support of Adjustment of Administrative Decisions in Environmental Management]. Dubna, 2005, 23 p.
  10. Volkov A.A., Shul’zhenko S.N. Issledovanie i sistematizatsiya faktorov, vliyayushchikh na organizatsionnye i tekhnologicheskie usloviya stroitel’stva podzemnykh kommunikatsiy [Research and Systematization of Factors of Infl uence onto Organizational and Technological Conditions of Construction of Underground Utilities]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 6, pp. 491—500.

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INFOGRAPHIC MODELING OF THE MAN-MACHINERY-ENVIRONMENT SYSTEM EXEMPLIFIED BY AN INTELLIGENT BUILDING WITHIN THE FRAMEWORK OF INNOVATIVE CONFLICTS

Vestnik MGSU 11/2012
  • 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 .
  • Rakhmonov Emomali Karimovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, doctoral stu- dent, 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 259 - 263

The authors consider the problems that accompany development of construction conflict management
techniques using infographic modeling. The authors analyze comprehensive safety and
comfort assurance requirements applicable to an intelligent building. The authors provide a brief
overview of systems that comprise an intelligent building. The authors argue that there is a pressing
need for the study of the fundamentals of construction conflict management as a new theoretical
and applied discipline. An intelligent building as a constituent of the Man-Machinery-Environment
system capable of identifying impacts produced by the environment, of perceiving images and of
identifying them. Whatever the capabilities of an intelligent system, it cannot respond to any impacts
or disturbance produced by the external environment absent of any human involvement due to its
local nature. Therefore, innovative development of the technology of an intelligent building is accompanied
by innovative conflicts. A conflict facilitates the search for the optimal patterns of interaction
between the constituents of the Man-Technology-Environment system that operates within the
framework of the restriction that consists in the fact that aggregated parameters of impacts, control
over the status of the system and its intrinsic processes shall not cause its liquidation.

DOI: 10.22227/1997-0935.2012.11.259 - 263

References
  1. Chulkov V.O., editor. Infografi ya. T. 4: Nelineynost’ infografi cheskogo modelirovaniya v upravlenii intellektual’nymi ob”ektami. Seriya «Infografi cheskie osnovy funktsional’nykh sistem» [Infographics. Vol. 4. Non-linearity of Infographic Modeling within the Framework of Control over Intellectual Objects. Series “Infographic Fundamentals of Functional Systems”]. Moscow, SvR-ARGUS Publ., 2006, 256 p.
  2. Chulkov V.O., editor. Infografi ya. T. 1: Mnogourovnevoe infograficheskoe modelirovanie. Modul’nyy kurs lektsiy. Seriya «Infografi cheskie osnovy funktsional’nykh sistem» [Infographics. Vol. 1. Multi-level Infographic Modeling. Modular Course of Lectures. Series “Infographic Fundamentals of Functional Systems]. Moscow, SvR-ARGUS Publ., 2007, 352 p.
  3. Gusakov A.A., editor. Organizatsiya upravleniya krupnomasshtabnym stroitel’stvom [Organization of Large-scale Construction Project Management]. Moscow, Stroyizdat Publ., 1984, 280 p.
  4. Svetlov V.A., Semenov V.A. Konfl iktologiya [Confl ict Management]. St.Petersburg, Piter Publ., 2011, 352 p.
  5. Kal’gin A.A., Kazaryan R.R., Chulkov V.O., editor. Normotvorchestvo v kommunal’nom khozyaystve i stroitel’stve. Seriya «Infografi cheskie osnovy funktsional’nykh sistem» [Rule-making in the Utility Services Sector and in the Construction Industry. Series “Infographic Fundamentals of Functional Systems”]. Moscow, SvR-ARGUS Publ., 2012, 308 p.
  6. Volkov A.A. Metodologiya proektirovaniya funktsional’nykh sistem upravleniya zdaniyami i sooruzheniyami. (Gomeostat stroitel’nykh ob”ektov) [Methodology of Design of Functional Systems of Control of Buildings and Structures [Gomeostasis of Construction Facilities]. Moscow, 2003, 350 p.
  7. Gusakov A.A. Sistemotekhnika stroitel’stva [Systems Engineering]. Moscow, ASV Publ., 2004, 320 p.
  8. Volkov A.A. Aktivnaya bezopasnost’ stroitel’nykh ob”ektov v usloviyakh cherezvychaynoy situatsii [Active Safety of Construction Facilities in Emergencies]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2000, no. 6, pp. 34—35.
  9. Volkov A.A. Kompleksnaya bezopasnost’ uslovno-abstraktnykh ob”ektov (zdaniy i sooruzheniy) v usloviyakh chrezvychaynykh situatsiy [Comprehensive Safety of Conventionally Abstract Objects (Buildings and Structures) in Emergencies]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2007, no. 3, pp. 30—35.

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PRACTICE OF NUMERICAL EVALUATION OF INTELLIGENCE OF BUILDINGS

Vestnik MGSU 11/2012
  • 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 .
  • Chelyshkov Pavel Dmitrievich - Moscow State University of Civil Engineering (MGSU) Junior Researcher, Scientific and Educational Centre for Information Systems and Intelligent Automatics in the Construction Industry, 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 .
  • Sedov Artem Vladimirovich - Moscow State University of Civil Engineering (MGSU) Junior Researcher, Scientifi c and Educational Centre for Information Systems and Intelligent Automatics in the Construction Industry, 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 264 - 270

The authors consider a method of numerical assessment of the level of intelligence and automation
of buildings. This novel original method designated for the calculation of an abstract coefficient indicating the building intelligence and an abstract coefficient demonstrating the level of
building automation is proposed by the authors.
Engineering systems of buildings are analyzed within the framework of processes associated
with their functionality. These processes are subdivided into sets depending on their nature and degree
of control. The processes of one set are engaged in the building intelligence evaluation, while
the processes within the other set are involved in the evaluation of the building automation level.
Abstract coefficients of intelligence and automation are calculated on the basis of objective
quantitative characteristics of engineering systems, for example, BTU and meters. This approach
allows engineers to avoid any biasness in making their assessments.

DOI: 10.22227/1997-0935.2012.11.264 - 270

References
  1. Volkov A.A. Intellekt zdaniy: formula [Intelligence of Buildings: the Formula]. Promyshlennoe I grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2012, no. 3, pp. 54—57.
  2. Ashby W.R. An Introduction to Cybernetics. Second Impression. London, Chapman & Hall Ltd., 1957, 295 p.
  3. Ashby W.R. Design for a Brain. New York, John Wiley & Sons Inc. London, Chapman & Hall Ltd., 1960, 286 p.
  4. Wiener N. Cybernetics or Control and Communication in the Animal and the Machine. The MIT Press, Cambridge, Massachusetts, 1965, 212 p.
  5. Volkov A.A. Osnovy gomeostatiki zdaniy i sooruzheniy [Fundamentals of Homeostasis of Buildings and Structures]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2002, no. 1, pp. 34—35.
  6. Volkov A.A. Gomeostat v stroitel’stve: sistemnyy podkhod k metodologii upravleniya [Homeostasis in the Construction Industry: Systemic Approach to the Methodology of Management]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2003, no. 6, pp. 68—73.
  7. Il’ichev V.A. Printsipy preobrazovaniya goroda v biosferosovmestimyy i razvivayushchiy cheloveka [Principles of Transformation of the City into a Biocompatible Facility Capable of Developing the Man]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2010, no. 6, pp. 3—13.
  8. Il’ichev V.A. Biosfernaya sovmestimost’: Tekhnologii vnedreniya innovatsiy. Goroda, razvivayushchie cheloveka. [Biocompatibility: Technologies, Implementations, Innovations. Cities That Develop the Man]. Moscow, Librokom Publ., 2011, 240 p.
  9. Gusakov A.A., editor. Sistemotekhnika [System Engineering]. Ìoscow, Novoe tysyacheletie publ., 2002, 768 p.

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SOFTWARE ANALYSIS OF INFLUENCE OF ITEMS OF PROCESS MACHINERY PRODUCED ONTO ACOUSTIC CHARACTERISTICS OF INDUSTRIAL PREMISES

Vestnik MGSU 11/2012
  • Giyasov Botir Iminzhonovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Associate Professor, chair, Department of Architectural and Construction Design, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; +7 (495) 287-49-14; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Ledenev Vladimir Ivanovich - Tambov State Technical University (TSTU) Doctor of Technical Sciences, Professor, Professor, Department of Urban Design and Road Building, +7 (4752) 63-09-20, +7 (4752) 63-03-72, Tambov State Technical University (TSTU), Building E, 112 Michurinskaya st., Tambov, 392032, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Makarov Aleksandr Mikhaylovich - Tambov State Technical University (TSTU) Candidate of Technical Sciences, Senior Lecturer, Department of Urban Design and Road Building, +7 (4752) 63-09- 20, +7 (4752) 63-03-72, Tambov State Technical University (TSTU), Building E, 112 Michurinskaya st., Tambov, 392032, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 271 - 277

The authors argue that irregular geometrical patterns of industrial premises and items of the
process machinery installed in industrial premises cause redistribution of the acoustic energy and
its essential acoustic properties, including the average free path length, the reverberation time, and
the average sound absorption coefficient. Any failure to take account of the above influence causes
errors in identification of the sound pressure intensity and in assessment of efficiency of design and
acoustics-related actions aimed at noise reduction that incorporate sound-proof facing.
The authors present the results of simulation of acoustic processes in the premises that have
items of process machinery installed, and analyze their influence on the sound absorption intensity.
The software developed on the basis of the beam tracing method is designated to assess the influence
of patterns of arrangement of items of equipment onto acoustic parameters of premises. The
software comprises independent modules designated for the simulation of acoustic processes in
different premises that demonstrate different acoustic properties. The results of the research demonstrate
that the software simulation of noise processes on the basis of the method of beam tracing
is an effective tool that may be effectively applied in the analysis of noise patterns inside industrial
premises. The software may be employed to identify integrated acoustic patterns inside industrial
premises with account for the influence of dimensions of premises, characteristics of items of process
machinery capable of disseminating sounds, etc. and other factors of signifi cance in terms of
the distribution of reflected sound energy. Presently, advanced software is being developed on the
basis of the proposed method of noise assessment in the premises that have irregular geometrical
patterns.

DOI: 10.22227/1997-0935.2012.11.271 - 277

References
  1. Antonov A.I., Makarov A.M. Svidetel’stvo ¹ 2008610070 o registratsii programmy dlya EVM. Raschet urovney shuma statsionarnogo zvukovogo polya i sredney dliny svobodnogo probega v proizvodstvennykh pomeshcheniyakh metodom proslezhivaniya zvukovykh luchey [Certificate ¹ 2008610070 of Registration of a Software Programme. Analysis of Noise Produced by the Stationary Acoustic Field Using Method of Acoustic Beam Tracing]. Published on 9.01.2008.
  2. Antonov A.I., Makarov A.M. Svidetel’stvo ¹ 2008610071 o registratsii programmy dlya EVM. Raschet urovney shuma nestatsionarnogo zvukovogo polya i vremeni reverberatsii v proizvodstvennykh pomeshcheniyakh metodom proslezhivaniya zvukovykh luchey [Certificate ¹ 2008610071 of Registration of a Software Programme. Analysis of Noise Produced by the Non-stationary Acoustic Field and Analysis of Reverberation Time Inside Industrial Premises Using Method of Acoustic Beam Tracing]. Published on 9.01.2008.
  3. Schroeder M.R. Computer Models for Concert Hall Acoustics. AJP, 1973, vol. 41, no. 4, pp. 461—471.
  4. Antonov A.I., Ledenev V.I. Metodika otsenki sredney dliny svobodnogo probega zvukovykh voln v pomeshcheniyakh [Methodology of Assessment of the Average Free Path Length of Acoustic Waves inside Premises]. Tambov, Collected Works of Tambov State Technical University, 2004, no. 16, pp. 3—6.
  5. Osipov G.L., Yudin E.Ya., Khyubner G., edited by Osipov G.L. and Yudin E.Ya. Snizhenie shuma v zdaniyakh i zhilykh rayonakh [Noise Reduction inside Buildings and Residential Areas]. Moscow, Stroyizdat Publ., 1987, 558 p.
  6. Ledenev V.I., Makarov A.M. Raschet energeticheskikh parametrov shumovykh poley v proizvodstvennykh pomeshcheniyakh slozhnoy formy s tekhnologicheskim oborudovaniem [Analysis of Energy Parameters of Acoustic Fields Inside Industrial Premises That Have Irregular Geometric Patterns and That Accommodate Items of Process Machinery]. Nauchnyy vestnik VGASU [VGASU Scientific Bulletin]. 2008, no. 2 (10), pp. 94—101.
  7. Antonov A.I., Makarov A.M. Svidetel’stvo ¹ 2008610131 o registratsii programmy dlya EVM. Raschet shumovogo polya v proizvodstvennykh pomeshcheniyakh s tekhnologicheskim oborudovaniem kombinirovannym geometricheskim — statisticheskim metodom [Certificate ¹ 2008610131 of Registration of a Software Programme. Analysis of Noise Fields Inside Industrial Premises That Accommodate Process Machinery Using an Integrated Geometrical-Statistical Method]. Published on 9.01.2008.

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PROBABILISTIC MODELING OF EXPLOSIVE LOADING

Vestnik MGSU 11/2012
  • Mkrtychev Oleg Vartanovich - Moscow State University of Civil Engineering (National Research University) (MGSU) Doctor of Technical Sciences, head, Scientific Laboratory of Reliability and Seismic Resistance of Structures, Professor, Department of Strength of Materials, Moscow State University of Civil Engineering (National Research University) (MGSU), ; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Dorozhinskiy Vladimir Bogdanovich - Moscow State University of Civil Engineering (National Research University) (MGSU) Candidate of Technical Sciences, Assistant Lecturer, Department of Strength of Materials, 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 .

Pages 278 - 282

According to existing design standards, explosive loading represents a special type of loading.
Explosive loading is, in most cases, local in nature, although it can exceed the loads for which
buildings are designed by a dozen of times.
The analysis of terrorist attacks with explosives employed demonstrates that charges have
a great power and, consequently, a substantial shock wave pressure. Blast effects are predictable
with a certain probability. Therefore, we cannot discuss the no-failure operation of individual structures.
The estimated reliability of buildings is a more important problem. That's how we can save
lives of those people who are outside of the area impacted by an explosion.
Explosive loading is a variable random process influenced by a variety of factors, including the
charge geometry, weight, etc. A shock wave can be reflected from surfaces and objects. Reference
data concerning physical properties of models of explosives are provided in various sources. That's
why we can talk about the blast load value with some probability.
The article deals with the probability modeling of the shock wave pressure. The charge weight
is chosen as a random parameter that has a normal Gauss distribution.
Any structural design must be backed by reliable and verified calculations and mathematical
models based on advanced high-speed PCs and software. The finite element software package
ANSYS/LS-DYNA was employed to complete this research. The problem was solved in the time
domain through the employment of the fourth integration of equations of motion.
We can assess the reliability of structures and buildings if we know the parameters of random
explosive effects. Numerical simulation helps identify random explosive impacts. This problem is
relevant in connection with the construction of unique high-rise buildings and extensive sports facilities
that accommodate dozens of thousands of viewers.

DOI: 10.22227/1997-0935.2012.11.278 - 282

References
  1. Selivanov V.V. Chislennaya otsenka vliyaniya formy VV na parametry vozdushnykh udarnykh voln [Numerical Evaluation of Explosive Effects on Parameters of Air Shock Waves]. Fizika goreniya i vzryva [Combustion and Blast Physics]. 1985, vol. 21, no. 4, pp. 93—97.
  2. Adushkin V.V., Korotkov A.I. Parametry udarnoy volny vblizi ot zaryada VV pri vzryve v vozdukhe [Air Shock Wave Parameters in Proximity to an Explosive Charge, if the Blast Is Performed in the Air]. Prikladnaya mekhanika i tekhnicheskaya fi zika [Applied Mechanics and Physics]. 1961, no. 5, pp. 119—123.
  3. Orlenko L.P., Andreev S.G., Babkin A.V., Baum F.A., Imkhovik N.A., Kobylkin I.F., Kolpakov V.I., Ladov S.V., Odintsov V.A., Okhitin V.N., Selivanov V.V., Solov’ev V.S., Stanyukovich K.P., Chelyshev V.P., Shekhter B.I. Fizika vzryva [Physics of an Explosion]. Moscow, FIZMATLIT Publ., 2004, 832 p.
  4. Mkrtychev O.V. Bezopasnost’ zdaniy i sooruzheniy pri seysmicheskikh i avariynykh vozdeystviyakh [Safety of Buildings and Structures Exposed to Seismic and Accidental Loads]. Moscow, MGSU Publ., 2010, 152 ð.
  5. Mkrtychev O.V., Dorozhinskiy V.B.; Vedyakov I.I. and Vardanyan G.S., editors. Bezopasnost’ zdaniy i sooruzheniy pri vzryvnykh vozdeystviyakh [Safety of Buildings and Structures Exposed to Explosive Loads]. Vestnik NITs «Stroitel’stvo». Issledovaniya po teorii sooruzheniy [Proceedings of Research Centre for Construction. Structural Theory Research]. Collected works. Moscow, NITs «Stroitel’stvo» publ., 2011, pp. 21—34.
  6. Larcher M. Simulation of the Effects of an Air Blast Wave. JRC 41337. European Communities, 2007.
  7. Schwer L. A Brief Introduction to Coupling Load Blast Enhanced with Multi-Material ALE: the Best of Both Worlds for Air Blast Simulation. LS-DYNA Forum, Bamberg, 2010.
  8. Khristoforov B.D. Vliyanie svoystv istochnika na deystvie vzryva v vozdukhe i vode [Influence of the Blast Source Properties on Blast Effects in the Air and in the Water]. Fizika goreniya i vzryva [Combustion and Blast Physics]. 2004, vol. 40, no. 6, pp. 115—118.
  9. Gel’fand B.E., Sil’nikov M.V. Fugasnye effekt vzryvov [Fougasse Effect of Blasts]. St.Petersburg, Poligon Publ., 2002, 272 p.
  10. Rayzer V.D. Teoriya nadezhnosti v stroitel’nom proektirovanii [Theory of Reliability in Structural Design]. Moscow, ASV Publ., 1998, 304 p.
  11. Rzhanitsyn A.R. Teoriya rascheta stroitel’nykh konstruktsiy na nadezhnost’ [Theory of Reliability Analysis of Structures]. Moscow, Stroyizdat Publ., 1978, 239 p.

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FUNDAMENTALS OF DATA SUPPORT OF SYSTEMS OF CONTINUOUS MONITORING OF THE TECHNICAL CONDITION OF UNIQUE STRUCTURES

Vestnik MGSU 11/2012
  • Soshnikov Aleksandr Aleksandrovich - 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 283 - 287

Currently, continuous monitoring of the technical condition of structures is in most cases reduced
to control over indicators compared to a set of limit values. The monitoring system alerts responsible
officers about the facts within or beyond permissible limits and saves files that contain the
measurement data. Generally, data analysis is non-automated and carried out post factum rather
than in the real-time mode. Systems of continuous monitoring of the technical condition of structures
need improved data monitoring, analysis and storage processes as well as the system of their immediate
retrieval. Besides, the above procedures need a thorough assessment. Obviously, any advancement
of technologies improves data processing (data collection, analysis, storage, presentation);
therefore, issues of monitoring and operation of a sustainable system are to attain a new level.
The information support of the system of continuous monitoring of the technical condition
of structures is viewed from the perspective of Information Flow Processing (IFP) and SCADAsystems.
Contemporary SCADA-systems are widely used to control and manage the industrial environment
of plants and factories.
Peculiarities of the system of continuous monitoring of the technical condition of structures
consist in the fact that this system does not produce any direct influence on the subject under control.
Undoubtedly, certain features of the SCADA system architecture (alert generation, integration
with DBMS) might be considered in the course of development of systems of continuous monitoring
of the technical condition of structures.
Systems of continuous monitoring of the technical condition of structures process basic interconnected
monitoring events and generate more complex ones. Thus, the behavior of structures
exposed to diverse influences may be considered in a new perspective.
It is obvious that systems of continuous monitoring of the technical condition of structures
require a data warehouse responsible for managing complex events, data storage and presentation.
Data warehouses are to be the major component of systems of continuous monitoring of the
technical condition of structures.

DOI: 10.22227/1997-0935.2012.11.283 - 287

References
  1. Krutikov O.V., Blokhina N.S., Soshnikov A.A. Kontrol’ sostoyaniya sooruzheniy pri nepreryvnom monitoringe: nakoplenie i predostavlenie dannykh [Continuous Monitoring within the Framework of Control over the Condition of Structures: Data Accumulation and Presentation]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2011, no. 11, pp. 35—37.
  2. Processing Flows of Information: from Data Streams to Complex Event Processing. Available at: http://home.dei.polimi.it/margara/papers/survey.pdf. Date of access: 17.08.2012.
  3. Norenkov I.P. Osnovy avtomatizirovannogo proektirovaniya [Fundamentals of Computer-aided Design]. Moscow, MGTU im. N.E. Baumana publ., 2002, 336 p.
  4. Shvetsov D. Intellektual’nye sistemy khraneniya dannykh v ASU TP [Intellectual Systems of Data Storage in Automatic Control Systems]. Sovremennye tekhnologii avtomatizatsii [Contemporary Automation Technologies]. Moscow, 2011, no. 4, pp. 42—46.
  5. GOST R 53778—2010. Zdaniya i sooruzheniya. Pravila obsledovaniya i monitoringa tekhnicheskogo sostoyaniya. Vved. 25.03.2010. [State Standard of Russia 53778—2010. Buildings and Structures. Rules of Examination and Monitoring of the Technical Condition. Introduced on 25.03.2010]. Moscow, Standartinform publ., 2010, 96 p.
  6. Krutikov O.V. Izmeritel’nye sistemy pri nepreryvnom monitoringe mostov [Measurement Systems in the Event of Continuous Monitoring of Bridges]. Moscow, Institut Giprostroymost Publ., 2008, no. 2, pp. 89—92.
  7. Booch G., Maksimchuk R.A., Engle M.W., Yong B.J., Conallen J., Houston K.A. Ob”ektno-orientirovannyy analiz i proektirovanie s primerami prilozheniy [Object-oriented Analysis and Design with Applications]. Moscow, Vil’yams publ., 2010, 720 p.

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FORMATION OF THE STRUCTURE AND COMPOSITION OF THE DATA BANK OF THE SYSTEM OF OPERATIONAL MONITORING OF UNIQUE CONSTRUCTION FACILITIES

Vestnik MGSU 11/2012
  • Soshnikov Aleksandr Aleksandrovich - 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 .
  • Blokhina Nina Sergeevna - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Associate Professor, 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 288 - 292

The subject matter of the article is the system of continuous monitoring of the technical condition
of structures and its components. The authors also consider the approach to formation of the
data bank based on the cyclic data warehouse. The cyclic data warehouse (CS) is the basic element
of the data bank. Portions of data that represent continuous measurements taken in the non-stop
mode can be rapidly and efficiently saved into the CS system. CS is a file of a fixed size containing
a header and a sequence of objects. Data is supplied into the CS continuously in the cyclic mode:
incoming new data portions replace the outdated ones. New items are written over the old ones
when the storage time of the latter is expired. Data access in the CS is possible within the period
between the recording and replacement of the item.
The proposed option of the system of continuous monitoring of the technical condition of structures
ensures effective asynchronous data transmission between software modules and servers
and data consistency, because:
there is no more need for any additional data deletion operations;
the fixed size of a CS item allows fast data positioning in the CS file in the course of the random
access.
CS of sufficient size will provide for the possibility of a long delay in data transmission in case
of an abnormal situation occurring in the course of operation of the system of continuous monitoring
of the technical condition of structures.
Long-term operation of cyclic data warehouses has proven their effectiveness. For example,
a cyclic data warehouse is incorporated into a continuous monitoring system of the bridge over the
Matsesta River as the core data bank element.

DOI: 10.22227/1997-0935.2012.11.288 - 292

References
  1. GOST R 8.596—2002 Metrologicheskoe obespechenie izmeritel’nykh sistem. Osnovnye polozheniya. [State Standard R 8.596—2002. Metrological Assurance of Systems of Measurements. Main Provisions]. 15 p.
  2. Krutikov O.V., Blokhina N.S., Soshnikov A.A. Kontrol’ sostoyaniya sooruzheniy pri nepreryvnom monitoringe: nakoplenie i predostavlenie dannykh [Control over Condition of Structures Using Their Continuous Monitoring: Data Accumulation and Presentation]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2011, 11, pp. 35—37.
  3. Krutikov O.V. Izmeritel’nye sistemy pri nepreryvnom monitoringe mostov [Measurement Systems of Continuous Bridge Monitoring]. Institut Giprostroymost Publ., 2008, no. 2, pp. 89—92.
  4. How NTFS Works, Microsoft. Available at: http://technet.microsoft.com/en-us/library/cc781134(WS.10).aspx. Date of access: 15.08.2012.
  5. Matveev I.K., Kravchenko E.A., Manokhin A.A., Krutikov O.V. Most pod kontrolem [The Bridge under Control]. Avtomobil’nye dorogi [Motor Roads]. 2005, no. 6, pp. 24—26.
  6. Krutikov O.V., Syrkov A.V., Gershuni I.Sh. Sozdanie sistemy nepreryvnogo monitoringa sostoyaniya vantovogo mosta Fakel cherez r. Shaitanku v Salekharde [Development of the System of Continuous Monitoring of the Condition of Fakel, a Cable Bridge over the Shaitanka River in Salekhard]. Vestnik mostostroeniya [Bridge Building News Bulletin]. 2008, no. 2, pp. 38—42.

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COMPUTER MODELING OF HYDRODYNAMIC PARAMETERS AT BOUNDARIES OF WATER INTAKE AREA WITH FILTERING INTAKE

Vestnik MGSU 12/2012
  • Boronina Lyudmila Vladimirovna - Astrakhan Institute of Civil Engineering (AISI) Candidate of Technical Sciences, Associate Professor, Vice-rector for Research, Astrakhan Institute of Civil Engineering (AISI), 18 Tatishcheva St., Astrakhan, 414056, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Sadchikov Pavel Nikolaevich - Astrakhan Institute of Civil Engineering (AISI) Candidate of Technical Sciences, Associate Professor, Department of Higher Mathematics and Information Technologies, Astrakhan Institute of Civil Engineering (AISI), 18 Tatishcheva St., Astrakhan, 414056, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 236 - 242

Improvement of water intake technologies are of great importance. These technologies are required to provide high quality water intake and treatment; they must be sufficiently simple and reliable, and they must be easily adjustable to particular local conditions. A mathematical model of a water supply area near the filtering water intake is proposed. On its basis, a software package designated for the calculation of parameters of the supply area along with its graphical representation is developed.
To improve the efficiency of water treatment plants, the authors propose a new method of their integration into the landscape by taking account of velocity distributions in the water supply area within the water reservoir where the plant installation is planned.
In the proposed relationship, the filtration rate and the scattering rate at the outlet of the supply area are taken into account, and they assure more precise projections of the inlet velocity.
In the present study, assessment of accuracy of the mathematical model involving the scattering of a turbulent flow has been done. The assessment procedure is based on verification of the mean values equality hypothesis and on comparison with the experimental data. The results and conclusions obtained by means of the method developed by the authors have been verified through comparison of deviations of specific values calculated through the employment of similar algorithms in MathCAD, Maple and PLUMBING.
The method of the water supply area analysis, with the turbulent scattering area having been taken into account, and the software package enable to numerically estimate the efficiency of the pre-purification process by tailoring a number of parameters of the filtering component of the water intake to the river hydrodynamic properties. Therefore, the method and the software package provide a new tool for better design, installation and operation of water treatment plants with respect to filtration and fish protection purposes.

DOI: 10.22227/1997-0935.2012.12.236 - 242

References
  1. Boronina L.V. Ekologicheskaya otsenka istochnikov kommunal’nogo i promyshlennogo vodosnabzheniya Astrakhanskoy oblasti [Environmental Assessment of Sources of Municipal and Industrial Water Supply of the Astrakhan region]. Vodoochistka [Water Treatment]. Astrakhan, 2011, no. 9 (11), pp. 63—69.
  2. Vdovin Yu. I. Teoriya i praktika fil’truyushchego vodopriema dlya sistem vodosnabzheniya [Theory and Practice of Filtering Water Intake for Water Supply Networks]. Moscow, VINITI Publ., 1998, 175 p.
  3. Boronina L.V., Abuova G.B. O metodike rascheta oblasti pitaniya vodopriema iz poverkhnostnykh istochnikov [On the Methodology of Analysis of the Water Intake Area Fed by the Surface Sources]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2007, no. 9, pp. 7—18.
  4. Boronina L.V. Fil’truyushchiy vodopriem kak sposob rybozashchity na vodozabornykh sooruzheniyakh kommunal’nogo i promyshlennogo vodosnabzheniya [Filtering Water Intake as a Method of Fish Protection at Water Intakes of Municipal and Industrial Water Supply Networks]. Penza, 2000, 217 p.
  5. Obrazovskiy A.S. Materialy koordinatsionnogo soveshchaniya po voprosam issledovaniy, proektirovaniya, stroitel’stva i ekspluatatsii vodozaborov iz rek, vodokhranilishch i morey [Proceedings of the Coordination Meeting on Research, Design, Construction and Operation of Water Intakes from Rivers, Reservoirs and Seas]. Moscow, VNII VODGEO Publ., 1967, 47 p.
  6. Komarov I.K., editor. Vozrozhdenie Volgi — shag k spaseniyu Rossii [Revival of Volga as a Step to the Rescue of Russia]. Moscow — Nizhniy Novgorod, Ekologiya Publ., Book 1, 1996, 464 p.; Book 2, 1997, 511 p.
  7. Zhurba M.G., Vdovin Yu.I., Govorova Zh.M., Lushkin I.A. Vodozaborno-ochistnye sooruzheniya i ustroystva [Water Intake and Treatment Structures and Facilities]. Moscow, Astrel’ — AST Publ., 2003, 572 p.

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DATA TRANSFER IN THE AUTOMATED SYSTEM OF PARALLEL DESIGN AND CONSTRUCTION

Vestnik MGSU 12/2012
  • Volkov Andrey Anatol'evich - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Vice Rector for Information and Information Technologies, 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 .
  • Gurov Vadim Valentinovich - Synergetic Projects Ltd Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Leading Engineer in charge of Planning in Construction doctoral student, Department of Information Systems, Technologies and Automation in Civil Engineering, Synergetic Projects Ltd Moscow State University of Civil Engineering (MGSU), Building 1, 20 Nagornaya st., Moscow, 117186, 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 .
  • 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 .
  • Zadiran Sergey Mikhailovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, doctoral 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 243 - 247

This article covers data transfer processes in the automated system of parallel design and construction. The authors consider the structure of reports used by contractors and clients when large-scale projects are implemented. All necessary items of information are grouped into three levels, and each level is described by certain attributes. The authors drive a lot of attention to the integrated operational schedule as it is the main tool of project management. Some recommendations concerning the forms and the content of reports are presented.
Integrated automation of all operations is a necessary condition for the successful implementation of the new concept. The technical aspect of the notion of parallel design and construction also includes the client-to-server infrastructure that brings together all process implemented by the parties involved into projects. This approach should be taken into consideration in the course of review of existing codes and standards to eliminate any inconsistency between the construction legislation and the practical experience of engineers involved into the process.

DOI: 10.22227/1997-0935.2012.12.243 - 247

References
  1. Volkov A.A, Lebedev V.M. Proektirovanie sistemokvantov rabochikh operatsiy i trudovykh stroitel’nykh protsessov v srede informatsionnykh tekhnologiy [Design of System Quanta of Operational and Labour Processes in the Information Technologies Environment]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2010, no. 2, pp. 293—296.
  2. Volkov A.A., Lebedev V.M., Kulikova E.N., Pikhterev D.V. Upravlenie i logistika v stroitel’stve: informatsionnye osnovy [Management and Logistic in the Construction Industry: Information Fundamentals]. Collected papers of the 19th Polish-Slovak Seminar «Theoretical Fundamentals of Construction». Moscow, ASV Publ., 2010, pp. 407—412.

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DESCRIPTION OF THE ORGANIZATIONAL AND TECHNOLOGICAL PROCESSES ON THE GROUND OF THE BASIC MODEL OF THE CYCLE OF REORGANIZATION

Vestnik MGSU 12/2012
  • 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 .
  • Fakhratov Viktor Mukhammetovich - Moscow State University of Civil Engineering (MGSU) postgraduate student, Department of Information Technologies and Automation in the Construction Industry, 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 .
  • Guseva Ol'ga Borisovna - Moscow State University of Civil Engineering (MGSU) Associate Professor, Department of Construction of Thermal Power Plants and Nuclear Plants, 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 248 - 252

The objective of this scientific research is application of the basic model of interaction between phases of a cycle of reorganization of organizational and technological processes underway at industrial enterprises.
The authors describe interactions between all six phases of the process of reorganization within the framework of the basic model of a cycle that contemplates organizational and technological processes.
Engineering studies are necessary to check for the feasibility of reorganization of industrial enterprises and application of results extracted from the design documentation with a view to reorganization of production activities and construction operations. Upon completion of the decision-making process concerning the need for reorganization in accordance with the basic model of interaction between phases, there occurs restructuring that incorporates processes of design and construction. The authors have demonstrated that reorganization of the basic model cycle should be used in the design of organizational and technological processes with a view to the integrated consideration of reorganization of enterprises in order to comprehend and improve the efficiency of reorganization at each stage, as well as the control over the reorganization of a construction facility.

DOI: 10.22227/1997-0935.2012.12.248 - 252

References
  1. Chulkov V.O., editor. Infografi ya. Tom 2: Infografi cheskoe modelirovanie nelineynykh virtual’nykh funktsional’nykh sistem soorganizatsii deyatel’nosti [Infographics. Vol. 2. Inforgraphic Modeling of Nonlinear Virtual Functional Systems of Co-organization of Activities]. Seriya «Infografi cheskie osnovy funktsional’nykh sistem» (IOFS) [Infographic Fundamentals of Functional Systems Series (IOFS)]. Moscow, SvR-ARGUS Publ., 2007, 264 p.
  2. Volkov A.A., Pikhterev D.V. K voprosu ob organizatsii informatsionnogo obespecheniya stroitel’nogo ob”ekta [On the Issue of Information Support of Construction Facilities]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 6, pp. 460—462.
  3. GOST R 53778—2010: «Zdaniya i sooruzheniya. Pravila obsledovaniya i monitoringa tekhnicheskogo sostoyaniya». [State Standard of Russia 53778-2010. Buildings and Structures. Rules of Examination and Monitoring of Their Technical Condition]. Approved and put into effect by Order issued by the Federal Agency for Technical Regulations of March 25, 2010.
  4. Gradostroitel’nyy kodeks Rossiyskoy Federatsii [Urban Planning Code of the Russian Federation] of December 29, 2004. Federal law ¹190-FZ, passed in Moscow by the State Duma of the Federal Meeting of the Russian Federation on December 22, 2004.
  5. GOST 27751—88: «Nadezhnost‘ stroitel‘nykh konstruktsiy i osnovaniy». [State Standard 27751—88. Reliability of Structures and Beddings]. Approved and put into effect by Resolution of March 25, 1998 of the State Committee for Construction, Utilities and Housing.
  6. SP 13-102—2003: «Pravila obsledovaniya nesushchikh stroitel’nykh konstruktsiy zdaniy i sooruzheniy» [Construction Rules 13-102—2003. Rules of Examination of Bearing Structural Units of Buildings and Structures]. Approved and put into effect by Resolution of State Committee for Construction, Utilities and Housing of August 21, 2003.

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MODELS OF AND APPROACHES TO MANAGEMENT OF REAL ESTATE DEVELOPMENT PROJECTS

Vestnik MGSU 12/2012
  • Gusakova Elena Aleksandrovna - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Department of Construction Process Organization and Real Estate Management, 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 .
  • 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 .
  • Efimenko Anatoliy Zakharovich - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Department of Technology of Finishing and Isolation Materials, 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 .
  • Kas'yanov Vitaliy Fedorovich - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Chair, Department of Technical Maintenance of Buildings, 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 253 - 259

The authors argue that globalization and the system-wide crisis jointly produce a strong impact onto real estate (RE) development projects. As a result, intensive alterations in RE project development patterns have converted into a new trend of the present-day investment and construction industry. Therefore, alterations in the area of real estate management cause numerous problems.
By virtue of this article, the authors make an attempt to provide their answer to the question whether it is possible to achieve such a sophisticated level of project management in the real estate development industry, so that project-related decisions encompassed supplementary potential opportunities in terms of social, economic and public development.
Towards this end, the new concept of real estate development is proposed and the system of priorities has been developed. This concept is believed to enable all players of the construction market to make higher quality decisions at early stages of RE development projects.
Besides, a lot of attention is driven to the term "potential of a construction facility", that is regarded as a set of yet unimplemented opportunities for improvements of the construction facility performance as a commercial and social vehicle.

DOI: 10.22227/1997-0935.2012.12.253 - 259

References
  1. Gusakova E.A., edited by Grabovyy P.G., Solunskiy A.I. Organizatsiya, planirovanie i upravlenie stroitel’stvom [Organization, Planning and Management of Construction]. Moscow, Prospekt Publ., 2012, 528 p.
  2. Gusakova E.A., Krygina A.M. Metodologicheskie podkhody k upravleniyu izmeneniyami pri realizatsii mezhdunarodnykh stroitel’nykh proektov [Methodological Approaches to Management of Changes in the Course of Implementation of International Construction Projects]. Mezhdunarodnyy nauchno-tekhnicheskiy zhurnal «Nedvizhimost’: ekonomika, upravlenie» [International Scientific and Technical Journal “Real Estate: Economics, Management]. Moscow, MGSU Publ., 2012, no. 1, pp. 94—97.
  3. Volkov A.A., Chelyshkov P.D., Sedov A.V. Teoriya otsenki udel’nogo potrebleniya otdel’nykh vidov energoresursov [Theory of Assessment of Per-unit Consumption of Particular Types of Power Resources]. Avtomatizatsiya zdaniy [Automation of Buildings]. 2010, no. 7–8 (42-43), pp. 26—27.

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COMPUTER-ASSISTED DEVELOPMENT OF OPERATIONAL PLANS OF THE MANUFACTURING OF CONSTRUCTION PRODUCTS AT FACTORIES OF THE CONSTRUCTION INDUSTRY

Vestnik MGSU 12/2012
  • Efimenko Anatoliy Zakharovich - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Department of Technology of Finishing and Isolation Materials, 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 .
  • Razutov Georgiy Yur'evich - "Elektronnye finansy" General Director, "Elektronnye finansy", 62 Mnevniki Nizhn. St., Moscow, 123423, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 260 - 268

The authors of the paper argue that a multi-component approach and employment of software are required to assure successful management of the manufacturing process in the construction industry. The authors propose different alternative models of day-to-day control and production scheduling to be implemented into the production procedures at factories engaged in the manufacturing of a wide range of reinforced products. A peculiar feature of the proposed production procedures consists in the capability of a factory to produce different types of articles within one day, although at a certain moment of time only one type of articles is manufactured.
The proposed model is used to develop a production schedule for the manufacturing of different articles for each day of a month to assure such throughput and daily stock of articles in the warehouse that could meet the demand for the products and structures in question.
Presently, the criterion to serve as the basis for the computer-aided identification of the production schedule within the framework of the process of manufacturing of different articles should include maximal revenues; however, the final selection of the production schedule option should be made by decision makers on the basis of the feasibility study.

DOI: 10.22227/1997-0935.2012.12.260 - 268

References
  1. Efimenko A.Z. Upravlenie predpriyatiyami stroyindustrii na osnove informatsionnykh tekhnologiy [Management of Construction Industry Enterprises on the Basis of Information Technologies]. Ìoscow, ASV Publ., 2009, 303 ð.
  2. Efimenko A.Z. Razvitie i vyyavlenie rezervov moshchnosti predpriyatiy stroyindustrii [Development and Identification of Unused Capacities of Construction Industry Enterprises]. Ìoscow, MGSU Publ., 2012, 198 ð.
  3. Mescon M.H., Albert M., Hedoury F. Osnovy menedzhmenta [Fundamentals of Management]. Ìoscow, I.D. Williams Publ., 2009.
  4. 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.
  5. Nikolaev S.V. Modernizatsiya bazy krupnopanel'nogo domostroeniya – lokomotiv stroitel'stva sotsial'nogo zhil'ya [Modernization of the Base of Prefabricated Large-panel Housing Construction as the Driving Force of the Social Housing Construction]. Zhilishchnoe stroitel’stvo [Residential Housing Construction]. 2011, no. 3, pp. 3—8.

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STRATEGY FOR IMPROVEMENT OF SAFETY AND EFFICIENCY OF COMPUTER-AIDED DESIGN ANALYSIS OF CIVIL ENGINEERING STRUCTURES ON THE BASIS OF THE SYSTEM APPROACH

Vestnik MGSU 12/2012
  • Zaikin Vladimir Genrikhovich - State Unitary Enterprise «Vladimirgrazhdanproekt» (GUP «Vladimirgrazhdanproekt») postgraduate student, Director of Structural Analysis; +7 (4922) 32-29-68, State Unitary Enterprise «Vladimirgrazhdanproekt» (GUP «Vladimirgrazhdanproekt»), 9 Oktyabr'skiy prospekt, Vladimir, 600025, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Valuyskikh Viktor Petrovich - Vladimir State University named after Alexander and Nikolai Stoletov» (VLSU) Doctor of Technical Sciences, Professor; +7 (4922) 47-99-05, Vladimir State University named after Alexander and Nikolai Stoletov» (VLSU), 87, Gor'kogo St., Vladimir, 600000, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 268 - 276

The authors highlight three problems of the age of information technologies and proposes the strategy for their resolution in relation to the computer-aided design of civil engineering structures.
The authors express their concerns in respect of globalization of software programmes designated for the analysis of civil engineering structures and employed outside of Russia. The problem of the poor quality of the input data has reached Russia. Lately, the rate of accidents of buildings and structures has been growing not only in Russia. Control over efficiency of design projects is hardly performed. This attitude should be changed. Development and introduction of CAD along with the application the efficient methods of projection of behaviour of building structures are in demand. Computer-aided calculations have the function of a logical nucleus, and they need proper control. The system approach to computer-aided calculations and technologies designated for the projection of accidents is formulated by the authors.
Two tasks of the system approach and fundamentals of the strategy for its implementation are formulated. The study of cases of negative results of computer-aided design of engineering structures was performed and multi-component design patterns were developed. Conclusions concerning the results of researches aimed at regular and wide-scale implementation of the strategy fundamentals are formulated.
Organizational and innovative actions concerning the projected behaviour of civil engineering structures proposed in the strategy are to facilitate:
safety and reliability improvement of buildings and structures;
saving of building materials and resources;
improvement of labour efficiency of designers;
modernization and improvement of accuracy of projected behaviour of buildings and building standards;
closer ties between civil and building engineering researchers and construction companies;
development of competitive environment to boost competition in the market of structural design companies and in the market of developers.

DOI: 10.22227/1997-0935.2012.12.268 - 276

References
  1. Zaikin V.G., Valuyskikh V.P., Miroshnikov N.N. Effectiveness increase of application programme complex calculation of building constructions in mass projecting on the systematic approach basis. In “Abstracts of the 14th International Conference on Computing in Civil and Building Engineering”. Edited by V.I. Telichenko. Moscow, June 27-29, 2012, pp. 448—449.
  2. Ispol’zovanie komp’yuterov v proektirovanii zhelezobetonnykh konstruktsiy (Velikobritaniya) [Using Computers in Design of Reinforced Concrete Structures (United Kingdom)]. Based on articles from Concrete journal, no. 5, 2003, published by VINTI, no. 6, 2003. Kazakhkstan, Almaty, EKSPRESS-INFORM Journal, 2004, no. 3, pp. 24—26.
  3. Zaikin V.G., Valuyskikh V.P. Status, rol’ i znachenie komp’yuternykh raschetov stroitel’nykh konstruktsiy v massovom proektirovanii [Status, Role and Signifi cance of Computer-aided Design of Civil Engineering Structures in Wide-scale Design]. Promyshlennoe i grazhdanskoe stroitel‘stvo [Industrual and Civil Engineering]. Moscow, 2012, no. 5, pp. 42—44.
  4. Larionov V.V. Dva aspekta mekhanicheskoy bezopasnosti zdaniy i sooruzheniy (publichnaya tekhnicheskaya politika) [Two Aspects of Mechanical Safety of Buildings and Structures (Public Technical Policy)]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrual and Civil Engineering]. Moscow, 2011, no. 6, pp. 11—13.
  5. Valuyskikh V.P., Zaikin V.G. Metodologicheskie osnovy ispol‘zovaniya vychislitel‘nykh kompleksov pri raschete i proektirovanii konstruktsiy [Methodological Fundamentals of Application of Civil Engineering Design Software in Analysis and Design of Structures]. Materials of scientific and practical conference “Itogi stroitel’noy nauki” [Achievements of the Civil Engineering Science]. Vladimir, VlGU Publ., 2010, pp. 124—131.
  6. Zaikin V.G. Sovremennoe sostoyanie komp’yuternykh proektnykh raschetov na osnove metoda konechnykh elementov [Current State of Computer-aided Design on the basis of Method of Finite Elements]. Innovatsii v stroitel’stve i arkhitekture [Innovations in Civil Engineering and Architecture]. Vladimir, VlGU Publ., 2011, pp. 162—166.
  7. Zaikin V.G. O neodnoznachnoy otsenke raschetov stroitel’nykh konstruktsiy [On the Ambiguous Assessment of Analyses of Civil Engineering Structures]. Stroitel’ Kazakhstana [The Builder of Kazakhstan]. 2006, no. 16/17, pp. 4—6.
  8. Zaikin V.G. Pouchitel’noe ekho tragedii v Yasenevo [The Educative Echo of the Yasenevo Tragedy]. Stroitel’stvo i arkhitektura (Kazakhstan) [Construction and Architecture (Kazakhstan)]. 2004, no. 11(187), p. 6.
  9. Krakovskiy M.B. Svyaz’ programmy «OM SNiP ZhELEZOBETON» s programmnymi kompleksami SCAD i Lira [Relation between «OM SNiP ZhELEZOBETON», SCAD and Lira Software Programmes]. Beton i zhelezobeton [Concrete and Reinforced Concrete]. 2007, no. 1, pp. 8—12.
  10. Zaikin V.G. Tekhnologicheskie instruktsii kak osnova sertifi katsii komp’yuternykh programm [Operating Procedures as the Basis for Certification of Software Programmes]. Byulleten’ stroitel’noy tekhniki [Newsletter of Construction Machinery]. 2000, no. 6, p. 55.
  11. Zaikin V.G. O nekotorykh problemakh ispol’zovaniya VK «LIRA» pri proektirovanii metallicheskikh konstruktsiy [On Particular Problems of Employment of LIRA Software in Design of Metal Structures]. Materials of scientific and practical conference “Itogi stroitel’noy nauki” [Achievements of the Civil Engineering Science]. Vladimir, VlGU Publ., 2010, pp. 202—209.
  12. Gorodetskiy A.S., Evzerov I.D. Komp’yuternye modeli konstruktsiy [Computer Models of Structures]. Kiev, FAKT Publ., 2005, 344 p.
  13. Kurzanov A.M. O rekomenduemoy Glavgosekspertizoy Rossii kontseptsii dvoynogo rascheta proektnykh resheniy slozhnykh ob”ektov [On Conception of Duplicated Design Solutions of Complex Structures Recommended by the Main Department of the State Appraisal Board]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrual and Civil Engineering]. Moscow, 2005, no. 11, pp. 51—52.
  14. Zaikin V.G., Valuyskikh V.P. O normalizatsii rezul‘tatov MKE v proektnykh raschetakh stroitel‘nykh konstruktsiy [On Normalization of Results of FEM Analysis Applied to Design of Civil Engineering Structures]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. Stroitel’stvo i arkhitectura [Construction and Architecture]. Moscow, 2011, no. 6, pp. 329—334.
  15. Zaikin V.G. O rezul’tatakh rascheta bezrigel’nogo karkasa na EVM [On Results of Computer-aided Analysis of a Jointless Ossature without Girders]. PROEKT [Design]. 1993, no. 2—3, pp. 137—139.
  16. Zaikin V.G., Valuyskikh V.P. Regulirovanie usiliy v nerazreznykh konstruktsiyakh v sostave kompleksnogo rascheta PK LIRA [Adjustment of Forces within Continuous Structures as Part of the Multi-component Analysis Performed by LIRA Software]. Beton i zhelezobeton [Concrete and Reinforced Concrete]. 2011, no. 6, pp. 13—15.
  17. Zaikin V.G., Valuyskikh V.P. Modelirovanie raschetnoy skhemy komp’yuternogo rascheta pri proektirovanii analoga tipovoy konstruktsii [Modeling of Computer-aided Patterns of Analysis in Design of Standard Structures]. Sovremennye voprosy nauki — XXI vek [Present-day Issues of the Science of the 21st Century]. International scientific and practical conference. Collected works, Part 1. Biznes — Nauka — Obshchestvo [Business, Science, Society]. Tambov, 2011, p. 48.
  18. Larionov V.V., Morozov E.P. Konservativnoe i progressivnoe nachala stroitel’stva [Conservative and Progressive Fundamentals of Civil Engineering]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. Moscow, 2000, no. 4, pp. 50—51.

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RISK ANALYSIS FOR INVESTMENT PROJECTS IN THE CONSTRUCTION INDUSTRY

Vestnik MGSU 12/2012
  • Skiba Alisa Anatol'evna - 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 .
  • Ginzburg Aleksandr Vital'evich - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Professor of 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 276 - 281

The authors discuss the procedure of measuring and managing risks that investment projects in the construction industry may be exposed to in the process of their implementation.
The qualitative analysis results in description of uncertainties characterizing the project as well as in the breakdown of the reasons for these uncertainties. Risks identified in the course of analysis should be ranked according to their significance and possible losses that they may involve. The main risks need research through the employment of the quantitative analysis to make assessments more accurate.
The authors compare the applied methods used in practice to perform a quantitative analysis of project risks with the new ones based on the fuzzy logic concept. All models are broken down into three groups: stochastic (probabilistic), linguistic (descriptive) and non-stochastic (behavioral).
Aims, advantages and disadvantages of methods are arranged into a table. Some methods can be implemented in combination to assure a reasonable efficiency of decisions.

DOI: 10.22227/1997-0935.2012.12.276 - 281

References
  1. Kachalov P.M. Upravlenie khozyaystvennym riskom [Business Risk Management]. Moscow, Nauka Publ., 2005.
  2. Volkov A.A. Upravlenie i logistika v stroitel’stve: sistemnyy analiz perspektivnykh napravleniy [Management and Logistics in Construction: System Analysis of Prospective Lines of Development]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2007, no. 3, pp. 124—126.
  3. Nedosekin A.O. Prosteyshaya otsenka riska investitsionnogo proekta [The Simplest Assessment of Investment Project Risks]. Sovremennye aspekty ekonomiki [Modern Aspects of the Economy]. No. 11, 2002.
  4. Stepanov I.S. Ekonomika stroitel’stva [Construction Economics]. Moscow, Yurayt Publ., 2005.
  5. Nedosekin A.O. Fondovyy menedzhment v rasplyvchatykh usloviyakh [Stock Management in the Uncertain Environment]. St.Petersburg, Sezam Publ., 2003.
  6. Tepman L.N., Shvandar V.A., editor. Riski v ekonomike [Risks in the Economy]. Moscow, YuNITI Publ., 2007.

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INFOGRAPHIC MODELING OF THE HIERARCHICAL STRUCTURE OF THE MANAGEMENT SYSTEM EXPOSED TO AN INNOVATIVE CONFLICT

Vestnik MGSU 12/2012
  • 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 .
  • Rakhmonov Emomali Karimovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, doctorate student, Department of Information 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 .
  • Kas'yanov Vitaliy Fedorovich - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Chair, Department of Technical Maintenance of Buildings, 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 .
  • Gusakova Elena Aleksandrovna - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Department of Construction Process Organization and Real Estate Management, 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 282 - 287

This article deals with the infographic modeling of hierarchical management systems exposed to innovative conflicts. The authors analyze the facts that serve as conflict drivers in the construction management environment. The reasons for innovative conflicts include changes in hierarchical structures of management systems, adjustment of workers to new management conditions, changes in the ideology, etc. Conflicts under consideration may involve contradictions between requests placed by customers and the legislation, any risks that may originate from the above contradiction, conflicts arising from any failure to comply with any accepted standards of conduct, etc.
One of the main objectives of the theory of hierarchical structures is to develop a model capable of projecting potential innovative conflicts.
Models described in the paper reflect dynamic changes in patterns of external impacts within the conflict area. The simplest model element is a monad, or an indivisible set of characteristics of participants at the pre-set level. Interaction between two monads forms a diad.
Modeling of situations that involve a different number of monads, diads, resources and impacts can improve methods used to control and manage hierarchical structures in the construction industry. However, in the absence of any mathematical models employed to simulate conflict-related events, processes and situations, any research into, projection and management of interpersonal and group-to-group conflicts are to be performed in the legal environment

DOI: 10.22227/1997-0935.2012.12.282 - 287

References
  1. Chulkov V.O., editor. Infografi ya. Vol. 1. Mnogourovnevoe infograficheskoe modelirovanie. Seriya «Infograficheskie osnovy funktsional’nykh sistem» [Infographics. Vol. 1. Multilevel Infographic Modeling. Series of Infographic Fundamentals of Functional Systems]. Moscow, SvR-ARGUS Publ., 2007, 352 p.
  2. Rodin A.V., Rakhmonov E.K. Obespechenie organizatsionno-tekhnologicheskoy nadezhnosti i kompleksnoy bezopasnosti rekonstruiruemykh ob”ektov [Organizational and Technological Reliability and Comprehensive Safety of Restructured Facilities]. Metodicheskie podkhody analiza tekhnologicheskikh protsessov stroitel’nogo proizvodstva [Collected works “Methodological Approaches to Analysis of Construction Processes]. Moscow, TsNIIOMTP Publ., 2002, no. 2, pp.15—17.
  3. Rakhmonov E.K. Etapy analiza konfl iktov pri realizatsii krupnykh mezhdunarodnykh stroitel’nykh investitsionnykh proektov [Stages of Analysis of Confl icts in the Course of Implementation of Major International Investment Projects in the Construction Industry]. Internet: novosti i obozrenie. Seriya «Infografiya v sistemotekhnike» [Internet: News and Overviews. Series: Infographics in System Engineering]. 2002, no. 3, pp.14—21.
  4. Rodin A.V., Rakhmonov E.K. Kompleksnaya bezopasnost’ i organizatsionno-tekhnologicheskaya nadezhnost’ pri rekonstruktsii gorodskikh territoriy i raspolozhennykh na nikh ob”ektov [Comprehensive Safety, Organizational and Technological Reliability in the Course of Restructuring of Urban Lands and Facilities That They Accommodate]. Modelirovanie i prognozirovanie parametrov tekhnologicheskikh protsessov stroitel’nogo proizvodstva [Collected works “Modeling and Projection of Parameters of Technological Processes of Construction”]. Moscow, TsNIIOMTP Publ., 2003, pp.15—16.
  5. Gorelik V.A., Gorelov M.A., Kononenko A.F. Analiz konfl iktnykh situatsiy v sistemakh upravleniya [Analysis of Conflicts in Management Systems]. Moscow, Radio i svyaz’ publ., 1991, 288 p.
  6. Chulkov V.O. Infografi cheskoe modelirovanie innovatsionnogo normotvorchestva v kompleksnoy bezopasnosti vysotnogo stroitel’stva [Infographic Modeling of Innovative Legal Framework Development in Comprehensive Safety of High-rise Construction]. Global’naya bezopasnost’ [Global Safety]. 2007, no. 3.
  7. Eremeev A.V., Chulkov V.O. Organizatsiya stroitel’nogo proizvodstva s uchetom nadezhnosti funktsionirovaniya sistemy «chelovek-tekhnika-sreda» [Organization of Construction Procedures with Account for Reliable Functioning of the “Man-Machinery-Environment” System]. Metodologicheskie podkhody k realizatsii investionnykh i organizatsionno-tekhnologicheskikh protsessov stroitel’nogo proizvodstva [Collected works “Methodological Approaches to Implementation of Investment and Technological Processes of Construction]. TsNIIOMTP Publ., 2004, pp. 18—20.
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Operational management system for warehouse logistics of metal trading companies

Vestnik MGSU 6/2014
  • Khayrullin Rustam Zinnatullovich - Moscow State University of Civil Engineering (MGSU) Doctor of Physical and Mathematical Sciences, senior scientific worker, Professor, Department of Higher 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 .

Pages 172-178

Logistics is an effective tool in business management. Metal trading business is a part of metal promotion chain from producer to consumer. It's designed to serve as a link connecting the interests of steel producers and end users. We should account for the specifics warehousing trading. The specificity of warehouse metal trading consists primarily in the fact that the purchase is made in large lots, and the sale - in medium and small parties. Loading and unloading of cars and trucks is produced by overhead cranes. Some part of the purchased goods are shipped in relatively large lots without presales preparation. Another part of the goods undergoes presale preparation. Indoor and outdoor warehouses are used with the address storage system. In the process of prolonged storage the metal rusts. Some part of the goods is subjected to final completion (cutting, welding, coloration) in service centers and small factories, usually located at the warehouse. The quantity of simultaneously shipped cars, and the quantity of the loader workers brigade can reach few dozens. So it is necessary to control the loading workers, to coordinate and monitor the performance of loading and unloading operations, to make the daily analysis of their work, to evaluate the warehouse operations as a whole. There is a need to manage and control movement of cars and trucks on the warehouse territory to reduce storage and transport costs and improve customer service. ERP-systems and WMS-systems, which are widely used, do not cover fully the functions and processes of the warehouse trading, and do not effectively manage all logistics processes. In this paper the specialized software is proposed. The software is intended for operational logistics management in warehouse metal products trading. The basic functions and processes of metal warehouse trading are described. The effectiveness indices for logistics processes and key effective indicators of warehouse trading are proposed. The developed software permit taking into account the described above specifics of metal products warehouse trading. The software can be easily integrated with ERP-systems and WMS-systems. The software contains the module of consolidation, which allows evaluating and comparing the quality of the logistics operations in a group of companies. The software was implemented and effectively used in a large metal trading company, which has few dozens of warehouses. Some results of mathematical simulation are presented.

DOI: 10.22227/1997-0935.2014.6.172-178

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