ARCHITECTURE AND URBAN DEVELOPMENT. RESTRUCTURING AND RESTORATION

RUSSIAN PAVILIONS AT UNIVERSAL EXPOSITIONS:CONSTRUCTION AND ARCHITECTURE

Vestnik MGSU 6/2013
  • Frolov Vladimir Pavlovich - Moscow State University of Civil Engineering (National Research University) (MGSU) Candidate of Historical Sciences, Associate Professor, Department of History and Philosophy, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoye shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 42-49

Russia was a regular participant of the World Expos and an organizer of several international exhibitions in Moscow, St.Petersburg and other Russian cities. The value of the Russia’s contribution into the history of the World Expos is substantial and versatile. Russia’s participation in the Universal Expositions produced a strong impact on the development of the exhibition economy, architecture, construction machinery, engineering, and urban development. In its turn, urbanization produced its impact on the development of Expos. Major Russian architects, sculptors and designers created exceptional and original works in a variety of styles; they employed versatile construction methods and techniques. Trade fairs served as the venues for experimental buildings constructed in furtherance of the most advanced designs and technology-related inventions. Russia’s participation in the construction of pavilions at the World Exhibitions gave way to a unique architectural trend, whereby three-dimensional solutions, the architecture of pavilions, landscape products, landscapes and even music got together in the organic unity. This artificial artistic medium represents a new type of the architectural ensemble.

DOI: 10.22227/1997-0935.2013.6.42-49

References
  1. Mezenin V.K. Parad vsemirnykh vystavok [Parade of Universal Expositions]. Moscow, Znanie Publ., 1990, 31 p.
  2. Mel’nikov N.P. Chudesa vystavki v Chikago [Miracles of the Chicago Expo]. Odessa, 1993, 24 p.
  3. Orlov M.A. Vsemirnaya parizhskaya vystavka 1900 g. v illyustratsiyakh i opisaniyakh [Paris World Exposition 1900 in Illustrations and Descriptions]. St.Petersburg, Tipografiya brat. Panteleevykh Publ., 1900, 43 p.
  4. Kirichenko E.I. F. Shekhtel’ [Shekhtel]. Moscow, Moskovskiy rabochiy publ., 1973, 25 p.
  5. Kaufman S.A. V.A. Shchuko [Shchuko]. Moscow, 1946, 47 p.
  6. Ovchinnikova N.P. Sovetskie pavil’ony na mezhdunarodnykh vystavkakh [Soviet Pavilions at International Exhibitions]. Moscow, Znanie Publ., 1980, 52 p.
  7. Ching F.D.K. Vsemirnaya istoriya arkhitektury [Global History of Architecture]. Moscow, AST Publ., 2007, 681 p.
  8. Shpakov V.N. Istoriya vsemirnykh vystavok [History of World Expositions]. Moscow, AST Publ., 2008, 281 p.
  9. Navlitskaya G.B. Osaka [Osaka]. Moscow, Nauka Publ., 1983, 37 p.

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PECULIARITIES OF CONSTRUCTION OF INSTITUTIONS OF SECONDARY EDUCATION IN MOSCOW IN THE 1920IES AND 1930IES

Vestnik MGSU 6/2012
  • Byzova Ol'ga Mikhaylovna - Moscow State University of Civil Engineering (MGSU) Candidate of Historical Sciences, Associate Professor, Department of History and Culture Studies; +7 (499) 183-21-29., 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 6 - 10

Actions aimed at the generality of elementary education in the course of the period days of the industrialization and cultural revolution in the USSR is under discussion in the proposed paper. On the basis of the archived documents, organization of construction of school buildings in Moscow in the 20ies and 30ies of the 20th century is analyzed.
It is noteworthy that industrialization in the periods of the first, second and third five-year plans reshaped the country and Moscow as its capital. Former suburbs turned into large industrial areas that had giant factories and housing built around them to accommodate workers. Thus, the population of Moscow grew in numbers.
The need for competent staff facilitated construction of new schools. Peculiarities of school construction in Moscow within the first five-year plan are considered in article on the basis of a school building in Likhobory in 1932. The school building design, work progress, assembly and interior, deadlines and problems of construction are specified. It is noteworthy that, despite any difficulties, 19 new school buildings were completed in Moscow in the years of the first five-year plan. Classes were organized according to the principle of two shifts to implement the general education programme in 1932.

DOI: 10.22227/1997-0935.2012.6.6 - 10

References
  1. Boguslavskiy M.V. Reformy rossiyskogo obrazovaniya XIX—XX vv. kak global’nyy proekt [Reforms of the Russian Education in XIX-XX Centuries as a Global Project]. Voprosy obrazovaniya [Issues of Education]. 2006, no. 3, pp. 17—18.
  2. Kuznetsov A.I., Kuznetsov R.A. Kul’tura voprosov: istoriya obrazovaniya v Rossii [Culture Matters: History of Education in Russia]. Moscow, 2011, pp.133—135.
  3. M.A. Prokof’ev, editor. Narodnoe obrazovanie v SSSR [General Education in the USSR]. Moscow, 2008, pp.191—196.
  4. Kiseleva T.G. Narodnoe obrazovanie i prosveshchenie v Rossii: real’nost’ i mify [General Education and Enlightenment in Russia: Reality and Myths]. Moscow, 2002, pp. 110—114.
  5. Andreevskiy G. V. Povsednevnaya zhizn’ Moskvy v Stalinskuyu epokhu. 1920—1930-e gody [Everyday Life of Moscow in the Stalin Era. 1920-1930s]. Moscow, 2010, pp. 116—120.
  6. Tsentral’nyy arkhiv goroda Moskvy [The Central Archives of City of Moscow]. F.528, op.1, d.1530. p. 21.
  7. Tsentral’nyy arkhiv goroda Moskvy [The Central Archives of City of Moscow]. F.528, op.1, d.1530, p. 26.
  8. Tsentral’nyy arkhiv goroda Moskvy [The Central Archives of City of Moscow]. F.528, op.1, d.7, p. 3.
  9. Tsentral’nyy arkhiv goroda Moskvy [The Central Archives of City of Moscow].F.528, op.1, d.7, p. 4.
  10. Tsentral’nyy arkhiv goroda Moskvy [The Central Archives of City of Moscow]. F.528, op.1, d.59, p. 4.

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Analysis of strength of monolithic beamless floors using the limitequilibrium method

Vestnik MGSU 7/2013
  • Kuznetsov Vitaliy Sergeevich - Mytishchi Branch, Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Professor, Department of Architectural and Construction Design, Mytishchi Branch, Moscow State University of Civil Engineering (MGSU), 50 Olimpiyskiy prospect, Mytishchi, Moscow Region, 141006, Russian Federation; +7 (495) 583-07-65; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Talyzova Yulia Aleksandrovna - Mytishchi Branch, Moscow State University of Civil Engineering (MGSU) Assistant Lecturer, Department of Architectural and Construction Design, Mytishchi Branch, Moscow State University of Civil Engineering (MGSU), 50 Olimpiyskiy prospect, Mytishchi, Moscow Region, 141006, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 51-58

The authors present features of the strength analysis of monolithic beamless floors, obtained using the limit equilibrium method. This method consists in the following procedure: a monolithic plate bends and breaks in the limit equilibrium under a uniformly distributed load. The influence of various combinations and dimensions of column sections on bending moments are considered. The influence of cross-sectional dimensions of columns on values of effective forces is analyzed in detail. The general equation to solve the strength problems of monolithic plates, having regular grids of columns exposed to continuous uniform loads, is derived and solved by the authors. This expression can be applied to calculate the span and support moments and to establish optimal reinforcement of plates. Results of calculations are presented in graphs that make it possible to derive interesting findings.

DOI: 10.22227/1997-0935.2013.7.51-58

References
  1. Timoshenko S.P., Voynovskiy-Kriger S. Plastinki i obolochki [Plates and Shells] Moscow, 1959, pp. 274—283.
  2. Nikonorov S.V., Tarasova O.A. Tekhnologiya rannego nagruzheniya monolitnykh perekrytiy pri ispol’zovanii balochno-stoechnoy opalubki [Technology of Early Loading of Monolithic Slabs Using Rack-girder Formwork]. Inzhenerno-stroitel’nyy zhurnal [Civil Engineering Journal]. 2010, no. 4. Available at: http://www.engstroy.spb.ru. Date of access: Dec. 5, 2012.
  3. Soudki Kh., El-Sayed A.K., Vanzwolc T. Strengthening of Concrete Slab-column Connections Using CFRP Strips. Journal of King Saud University Engineering Sciences. January 2012, vol. 24, no. 1, pp. 25—33. Available at: http://www. sciencedirect.com. Date of access: Apr. 10, 2013.
  4. Zenunovica D., Folic R. Models for Behavior Analysis of Monolithic Wall and Precast or Monolithic Floor Slab Connections. Engineering Structures. July 2012, vol. 40, pp. 466—478. Available at: http://www. sciencedirect.com. Date of access: Apr. 10, 2013.
  5. Dorfman A.E., Levontin L.N. Proektirovanie bezbalochnykh beskapitel’nykh perekrytiy [Design of Beamless Cap-free Floors]. Moscow, Stroyizdat Publ., 1975, pp. 11—22, 36—46.
  6. Shtaerman M.Ya., Ivyanskiy A.M. Bezbalochnye perekrytiya [Beamless Floors]. Moscow, 1953, pp. 47—64.
  7. Zolotkov A.S. Vibratsionnye ispytaniya fragmentov monolitnykh zdaniy do razrusheniya [Vibration Testing of Fragments of Monolithic Buildings to Fracture]. Inzhenerno-stroitel’nyy zhurnal [Civil Engineering Journal]. 2012, no 1. Available at: http://www.engstroy.spb.ru. Date of access: Dec. 5, 2012.
  8. Wieczorek M. Influence of Amount and Arrangement of Reinforcement on the Mechanism of Destruction of the Corner Part of a Slab-Column Structure. Proñedia Engineering. 2013, vol. 57, pp. 1260—1268. Available at: http://www. sciencedirect.com. Date of access: Apr. 10, 2013.
  9. Malakhova A.N. Usilenie monolitnykh plit perekrytiy zdaniy stenovoy konstruktivnoy sistemy [Strengthening Monolithic Slabs of Buildings Having Wall Structural Systems]. Nauchno-prakticheskiy Internet zhurnal «Nauka. Stroitel’stvo. Obrazovanie» [Science and Practical Journal “Science, Construction, Education”]. 2012, no. 4. Available at: http://www.nso-journal.ru. Date of access: March 31, 2013.
  10. Pogrebnoy I.O., Kuznetsov V.D. Bezrigel’nyy predvaritel’no napryazhennyy karkas s ploskim perekrytiem [Beamless Pre-stressed Frame Having a Flat Slab]. Inzhenerno-stroitel’nyy zhurnal [Civil Engineering Journal]. 2010, no 3. Available at: http://www.engstroy.spb.ru. Date of access: Dec. 5, 2012.
  11. Samokhvalova E.O., Ivanov A.D. Styk kolonny s bezbalochnym beskapitel’nym perekrytiem v monolitnom zdanii [Juncture of a Column and Beamless Cap-free Floors in a Monolithic Building]. Inzhenerno-stroitel’nyy zhurnal [Civil Engineering Journal]. 2009, no 3. Available at: http://www.engstroy.spb.ru. Date of access: Dec. 5, 2012.

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SCIENTIFIC APPROACHES TO CALCULATION AND DESIGN OF LARGE-SPAN STRUCTURES

Vestnik MGSU 2/2017 Volume 12
  • Sysoeva Elena Vladimirovna - Moscow State University of Civil Engineering (National Research University) (MGSU) Candidate of Technical Sciences, Associate Professor, Department of Buildings and Constructions Design, 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 131-141

The article presents the four stages of creation and development of the theory of plate and shell which led to the development of a mechanism of calculation of spatial structures of large span buildings and constructions on an advanced level. Each of the stages of the unique buildings calculation method development includes a description of the main achievements in the sphere of structural mechanics, the theory of elasticity and resistance of materials which became the basis for the modern theory of calculation of plates and shells. In the first stage the fundamentals of solid mechanics were developed; this is presented in works of such outstanding scientists as G. Galilei, J.-L. Lagrange, R. Hooke, L. Euler, Kirchhoff, A. Law etc. Development of the theory of plate and shell would be impossible without these works. But absence of such construction material as reinforced concrete did not enable engineers and architects to create a thin roof. Thickness of coverings was intuitively overstated to ensure durability of buildings. The second stage is interesting by formulation of the general theory of calculation of plate and shell and by transition from the working state analysis of structures to the limit state analysis. Beginning of use of reinforced concrete resulted in decrease of a roof thickness to the diameter of its base, compared to buildings made of stone and brick. The third stage is characterized by development of computational systems for calculation of strength, stability and oscillations of core and thin-walled spatial structures based on the finite element method (FEM). During this period a design of buildings and constructions with spans over 200 m with the use of metal was begun. Currently, or during the fourth stage, structures with the use of metal and synthetic materials for spans up to 300 meters are designed. Calculations of long-span buildings and structures are performed using FEM and taking into account different types of nonlinearity. Each stage selected from the history of construction is exemplified by completed projects, hereat characteristics of roofs indicating the applied construction material are given. Transition from natural stone to concrete, metal and synthetic materials in construction of large-span buildings is illustrated in the table. At the end of each stage the scientists’ and designers’ main achievements in the sphere of science, construction and engineering education are shown.

DOI: 10.22227/1997-0935.2017.2.131-141

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Substantiation of ecologically safe reconstruction technology for trunk pipelines

Vestnik MGSU 8/2014
  • Abramyan Susanna Grantovna - Volgograd State University of Architecture and Civil Engineering (VSUACE) Candidate of Technical Sciences, Associate Professor, Department of Construction Technologies, Volgograd State University of Architecture and Civil Engineering (VSUACE), 1 Akademicheskaya str., Volgograd, 400074, Russian Federation; +7 (8442) 96-99-58; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Potapov Aleksandr Dmitrievich - Moscow State University of Civil Engineering (MSUCE) Doctor of Technical Sciences, Professor, Academic Secretary of the Academic Council 8 (499) 183-15-87, Moscow State University of Civil Engineering (MSUCE), 26 Jaroslavskoe shosse, Moscow, 129337, Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 91-97

On the modern stage of reconstruction and major repairs of linear parts of main pipelines lots of technologies exist. In scientific literature authors often raise questions on ecological justification of major pipelines design. Choosing ecologically safe technology taking into account the machines, mechanisms and equipment used, their quantity, physical parameters, designed life state, nature and climatic conditions is a complicated process. In the article the stages of ecological justification of technological processes are considered in case of reconstruction and overhaul of the main pipelines. Each stage has its purpose, which corresponds to a certain stage of life cycle of the main pipeline: design and reconstruction (capital repairs). The choice of ecologically safe technology is based on exhaustive information, which is acquired by means of application of GIS-technologies.

DOI: 10.22227/1997-0935.2014.8.91-97

References
  1. Lantsova I.V., Kotlyarskiy S.A., Tulyakova G.V. Problemy razrabotki ekologicheskogo obosnovaniya proektirovaniya magistral'nykh truboprovodov [Development Problems of Ecological Justification for Major Pipelines Design]. Ekologicheskie sistemy i pribory [Ecological Systems and Devices]. 2008, no. 7, pp. 34—39.
  2. Grafkina M.V. Model' otsenki geoekologicheskoy bezopasnosti sozdavaemykh prirodno-tekhnologicheskikh system [Estimation Model of Geoecological Safety of Nature-Technological Systems]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2008, no. 4, pp. 39—141.
  3. Proshin I.A., Syulin P.V. Metodika nauchnykh issledovaniy ekosistem [Methods of Scientific Investigations of Ecosystems]. Ekologicheskie sistemy i pribory [Ecological Systems and Devices]. 2013, no. 12, pp. 26—32.
  4. Bol'sherotov A.L. Metodologicheskie podkhody i interpretatsiya matematicheskikh modeley otsenki ekologicheskoy bezopasnosti stroitel'stva [Methodological Approaches and Mathematical Models Interpretation of Ecological Safety Estimation in Construction]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 1, vol. 1, pp. 39—44.
  5. Goodland Robert, editor. Oil and Gas. Pipelines Social and Environmental Impact Assessment: State of the Art. Available at: http://coecoceiba.org/wp-content/subidas/2009/11/pub76.pdf. Date of access: 17.03.2014.
  6. Hopkins Phil. Comprehensive Structural Integrity. Vol. 1. The Structural Integrity of Oil and Gas Transmission Pipelines. Penspen Ltd., UK, May 2002. Available at: http://www.penspen.com/downloads/papers/documents/thestructuralintegrityofoilandgastransmissionpipelines.pdf. Date of access: 24.02.2014.
  7. Salah Ahmad M., Atwood Denis. ONE Route Good Enough? Using ArcGIS Network Analyst in Pipeline Alignment Optimization. ArcUser, 2010. Vol. 14, no. 2. Available at: http://www.esri.com/ news/arcuser/0410/pipeline.html. Date of access: 24.02.2014.
  8. Potapov A.D., Abramyan S.G., Savenya S.N. Kontseptsiya bezopasnoy ekspluatatsii truboprovodnykh sistem (ekologicheskiy aspekt) [Safety Operation Concept of Pipeline Systems]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2009, no. 2, pp. 102—107.
  9. Abramyan S.G. Ekologicheskoe obespechenie stroitel'stva lineyno-protyazhennykh sooruzheniy [Ecological Support of Linear Extended Structures Construction]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2009, no. 3, pp. 114—119.
  10. Abramyan S.G., Potapov A.D. Ekologizatsiya lineynykh ob"ektnykh remontnostroitel'nykh potokov pri rekonstruktsii lineyno-protyazhennykh ob"ektov [Ecologization of Linear Facility Repair and Construction Flows in the Process of Linear Extended Objects’ Reconstruction]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2009, no. 4, pp. 9—13.
  11. Defina John, Maitin Izak, Gray Arnold L. New Jersey Uses GIS To Collect Site Remediation Data. April-June 1998, ArcUser. Available at: http://www.esri.com/news/arcuser/arcuser 4.98/newjersey.html. Date of access: 24.02.2014.
  12. Xiong Jian, Su Lanqian, Zhang Zhenyong. The Estimation of Pipeline Routes Workload Base on GIS Technology. Available at: http://www.kgu.or.kr/download.php?tb=bbs_017&fn=wgcFinal00166.pdf&rn=wgcFinal00166.pdf.
  13. Idrisov I.R., Minyaylo I.V., Ratsen S.I. Ekologizatsiya rekonstruktsii magistral'nykh nefteprovodov [Ecologization of Main Pipelines Reconstruction]. Vestnik TyumGU [Proceedings of Tyumen State University]. 1999, Issue 3, pp. 63—72.
  14. Mamin R.G., Cherepanova E.V., Nazamov I.M. Ekologo-ekonomicheskie mekhanizmy prirodopol'zovaniya v gorodakh Rossii i vozmozhnosti primeneniya GIS-tekhnologiy [Ecological and Economical Mechanisms of Environmental Management in Russian Cities and the Possibility of GIS-technologies Application]. Ekonomika prirodopol'zovaniya [Environmental Management Economy]. 2008, no. 3, pp. 33—40.
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Ensuring integrated security for the objects of medical purpose with ionizing sources

Vestnik MGSU 8/2014
  • Telichenko Valeriy Ivanovich - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Academician, Russian Academy of Architecture and Construction Sciences, Chair, Department of Thermal and Nuclear Power Station Construction, President MGSU, 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 .
  • Dorogan' Igor' Aleksandrovich - Moscow State University of Civil Engineering (MGSU) postgraduate student, Department of Thermal and Nuclear Power Objects Construction, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; +7 (495) 781-80-07; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 136-152

In the article the authors set the requirements to placement and design of medical objects with sources of ionizing radiation. The detailed action mechanism for design of such objects is presented, stages of their operating life are described. Special attention is paid to the problems of inefficient projects implementation: their causes are enumerated, the model of ensuring the objects’ safe operation and efficient use of available funds and resources is developed.

DOI: 10.22227/1997-0935.2014.8.136-152

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  15. Telichenko V.I. Kompleksnaya bezopasnost' stroitel'stva [Complex Security of Construction]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2010, no. 4, vol. 1, pp. 10—17.
  16. Pergamenshchik B.K., Telichenko V.I., Temishev R.R. Vozvedenie spetsial'nykh konstruktsiy AES [Construction of Special Structures of NPP]. Moscow, ASV Publ., 2009, 240 p.
  17. Domozhilov Yu.N., Kokosadze E.L., Koltun O.V., Kryzhanovskiy A.L., Telichenko V.I. Organizatsiya i tekhnologiya stroitel'stva atomnykh stantsiy [Orzanization and technology of Nuclear Stations Construction]. Moscow, MGSU Publ., 2012, 400 p.
  18. O vnesenii izmeneniy v Federal'nyy zakon «O kontraktnoy sisteme v sfere zakupok tovarov, rabot, uslug dlya obespecheniya gosudarstvennykh i munitsipal'nykh nuzhd» : Federal'nyy zakon ot 4 iyunya 2014 g. № 140-FZ [On Amendments to Federal law “On the Contract System in the Sphere of Products Purchase, Works, Services for Meeting State and Municipal Requirements” : Federal Law from June 4, 2014 # 140-FZ]. Rossiyskaya gazeta. 6 iyunya 2014 [Russian Newspaper. June 6, 2014. Available at: http://www.rg.ru/2014/06/06/zakupki-dok.html. Date of access: 20.08.2014.
  19. Ob utverzhdenii Polozheniya o litsenzirovanii deyatel'nosti v oblasti ispol'zovaniya atomnoy energii : Postanovlenie Pravitel'stva RF ot 14 iyulya 1997 g. № 865 [On Provision Approval about Licensing of the Activities in the Field of Nuclear Energy Use : Decree of the Government of the Russian Federation from 14.07.1997 № 865]. Informatsionno-pravovoy portal Garant [Informational Legal Portal “Garant”]. Available at: http://base.garant.ru/11901279. Date of access: 20.08.2014.
  20. Ob utverzhdenii Polozheniya o litsenzirovanii deyatel'nosti v oblasti ispol'zovaniya istochnikov ioniziruyushchego izlucheniya : Postanovlenie Pravitel'stva RF ot 25.02.2004 № 107 (red. ot 24.09.2010 g.) [On Provision Approval about Licensing of the Activities in the Field of Ionizing Radiation Sources Use : Decree of the Government of the Russian Federation from 25.02.2004 No 107 (edited 24.09.2010)]. Referent Informer. Available at: http://www.referent.ru/1/69446. Date of access: 20.08.2014.

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Induced activity of a concrete radiation shielding of cyclotron canyons on the stage of decommissioning

Vestnik MGSU 10/2014
  • Aliev Taib Yunusovich - design and construction company GC RANSTROY design engineer, design and construction company GC RANSTROY, 21-1 Akademika Pontryagina str., Moscow, 117041, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Engovatov Igor' Anatol'evich - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Department of Construction of Thermal and Nuclear Power Plants, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; +7 (499) 183-26-74; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Lavdanskiy Pavel Aleksandrovich - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Department of Construction of Thermal and Nuclear Power 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 .
  • Solov'ev Vitaliy Nikolaevich - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Department of Construction of Thermal and Nuclear Power 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 106-113

One the new stage on nuclear medicine development there is a need to solve a number of tasks. The choice of radiation shield materials is an important task, because they to a large extend determine radiation safety in the process of operation and volumes of radioactive emissions in case of decommissioning. The stage of decommissioning is final in operation life of such installations. In the article the authors present an estimation of the producer of cyclotrons PETtrace 880 on radionuclides, which arise in the composition of concrete biological shield of cyclotron after decommissioning in Pet-centre of Russian Oncologic Scientific Center named after N.N. Blokhin. It was shown, that the data of the producer can lead to underestimating the volumes of radioactive waste. The tasks for further investigation on the problem are outlined. The authors defined the role of induced activity estimation on the stage of design and decommissioning of the cyclotrons for radiological safety. For designed objects the elemental composition of protecting constructions should be included in design documents. The choice of the composition should take in account the activation capacity of doping and tracing elements. The adequate estimation of induced activity should result in optimization of design and construction solutions. Such an approach will allow realizing the future stage of decomposition in more efficient and safe way by reducing radioactive waste and dose costs for staff and population.

DOI: 10.22227/1997-0935.2014.10.106-113

References
  1. Kuz'mina N.B. Chto takoe yadernaya meditsina [What is Nuclear Medicine]. Moscow, NIYaU MIFI Publ., 2012, 32 p. (in Russian)
  2. Kostylev V.A. Gor'kaya pravda o «modernizatsii» nashey atomnoy meditsiny [Bitter Truth on “Modernization” of our Noclear Medcine]. Meditsinskaya fizika [Medical Physics]. 2010, no. 4 (48), pp. 82—93. (in Russian)
  3. Wernick M.N., Aarsvold J.N., editors. Emission Tomography: The Fundamentals of PET and SPECT. 2004, Academic Press, 596 p.
  4. Telichenko V.I., Dorogan' I.A. Obespechenie kompleksnoy bezopasnosti ob"ektov meditsinskogo naznacheniya s istochnikami ioniziruyushchego [Ensuring Integrated Security for the Objects of Medical Purpose with Ionizing Sources]. Vestnik MGSU [Proceedings of Moscow State University of Structural Engineering]. 2014, no. 8, pp. 136—152. (in Russian)
  5. Bittner A., Jungwirth D., Bernard M., Gerland L., Brambilla G., Fitzpatrick J. Concepts Aimed at Minimizing the Activation and Contamination of Concrete. Decommissioning of Nuclear Power Plants. Proceedings of a European Conference held in Luxembourg, 22—24 May 1984. Springer Netherlands, 1984, pp. 371—388. DOI: http://dx.doi.org/10.1007/978-94-009-5628-5_32.
  6. Wang Feng, Cui Tao, Zhang Tianjue, Jia Xianlu, Zhang Xingzhi, Li Zhenguo. Radiation Shielding Design for Medical Cyclotron. Proceedings of IPAC2013, Shanghai, China. JACoW — Creative Commons Attribution, 2013, pp. 3339—3341.
  7. Kimura K., Ishikawa T., Kinno M., Yamadera A., Nakamura T. Residual Long-Lived Radioactivity Distribution in the Inner Concrete Wall of a Cyclotron Vault. Health Physics. 1994, vol. 67, no. 6, pp. 621—631.
  8. Shiomi T., Azeyanagi Y., Yamadera A., Nakamura T. Measurement of Residual Radioactivity of Machine Elements and Concrete on the Cyclotron Decommissioning. Journal of Nuclear Science and Technology. 2000, vol. 37, no. 1, pp. 357—361. DOI: http://dx.doi.org/10.1080/00223131.2000.10874906.
  9. SanPiN 2.6.1.2891—11. Trebovaniya radiatsionnoy bezopasnosti pri proizvodstve, ekspluatatsii i vyvode iz ekspluatatsii (utilizatsii) meditsinskoy tekhniki, soderzhashchey istochniki ioniziruyushchego izlucheniya [Sanitary Regulations and Standards SanPiN 2.6.1.2891—11. Requirements for Radiation Safety in the Process of Production, Operation and Decommissioning (Utilization) of Medical Technology Containing Sources of Ionizing Radiation]. Available at: http://ohranatruda.ru/ot_biblio/ot/2011/zak1196.pdf. Date of access: 28.09.2014. (in Russian)
  10. NP-038—11. Obshchie polozheniya obespecheniya bezopasnosti radiatsionnykh istochnikov [Norms and Requirements NP-038—11. General Requirements on Ensuring Safety of Radiation Sources]. Federal'nye normy i pravila v oblasti ispol'zovaniya atomnoy energii [Federal Norms and Requirements in the Field of Nuclear Energy Use]. Available at: http://files.stroyinf.ru/Data2/1/4293806/4293806203.files/0.gif. Date of access: 28.09.2014. (in Russian)
  11. Ob obrashchenii s radioaktivnymi otkhodami i o vnesenii izmeneniy v otdel'nye zakonodatel'nye akty Rossiyskoy Federatsii (s izmeneniyami i dopolneniyami). Federal'nyy Zakon Rossiyskoy Federatsii ot 11 iyulya 2011 g. № 190-FZ [On Dealing with Radiation Waste and on Changes in Separate Legislative Acts of the Russian Federation (with Amendments and Additions). Law of the Russian Federation from July 11, 2011 № 190-FZ]. Available at: http://base.garant.ru/12187848. Date of access: 28.09.2014. (in Russian)
  12. PETtrace — Unshielded Machine: Summary of Source Terms, Radiation Fields and Radwaste Production. Electronic Signature Information. GE Healthcare, 11/23/2005.Doc0100224, Rev:1, 1st ed., 21 p.
  13. Lavdanskiy P.A., Nazarov V.M., Stefanov N.I., Frontas'eva M.V. Navedennaya aktivnost' betona, primenyaemogo dlya zashchity yadernykh ustanovok [Induced Activity of Concrete Used for Shielding of Nuclear Facilities]. Atomnaya energiya [Nuclear Energy]. 1988, vol. 64, no. 6, pp. 419—422. (in Russian)
  14. Engovatov I.A., Mashkovich V.P., Orlov Yu.V. Pologikh B.G., Khlopkin N.S., Tsypin S.G. Radiatsionnaya bezopasnost' pri vyvode iz ekspluatatsii reaktornykh ustanovok grazhdanskogo i voennogo naznacheniya [Radiation Safety in the Process of Decommissioning of Reactor Facilities of Civil and Military Designation]. Moscow, Paims Publ., 1999, 300 p. (in Russian)
  15. Bylkin B.K., Engovatov I.A. Vyvod iz ekspluatatsii reaktornykh ustanovok [Decommissioning of Reactor Facilities]. Moscow, MGSU Publ., 2014, 228 p. (in Russian)

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CREATION OF A COMFORTABLE ENVIRONMENT IN PREMISES OF RESIDENTIAL BUILDINGS WITH ACCOUNT FOR ARCHITECTURAL, ENGINEERING AND ECOLOGICAL ASPECTS

Vestnik MGSU 8/2012
  • Saltykov Ivan Petrovich - Moscow State University of Civil Engineering (MGSU) postgraduate student, Department of Architecture of Civil and Industrial 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 189 - 196

The author provides his multiple-factor approach to the assessment and creation of a comfortable
indoor environment with account for architectural, engineering and ecological parameters.
Architectural parameters include indoor space arrangement, color solutions, etc. The engineering
approach contemplates favorable acoustic, thermal, humidity and lighting conditions. Nowadays,
the problem of the indoor microclimate is resolvable through the assessment of its conditions and
further assurance of comfort with the help of multiple advanced engineering solutions. Civil engineering
solutions may also bring an adequate level of comfort through the application of effi cient
building materials. The ecological safety of any premises has an impact not only on the sense of
comfort, but on the physical stamina and health of residents. The comfort of the inhabited environment
also means appropriate electro-magnetic properties and adequate aeration.
Research projects and advanced solutions are to make their contribution into development of
new criteria of assessment of comfort, particularly, in the inadequate ecological and social urban
environment.

DOI: 10.22227/1997-0935.2012.8.189 - 196

References
  1. Zokoley S.V. Arkhitekturnoe proektirovanie, ekspluatatsiya ob”ektov, ikh svyaz’ s okruzhayushchey sredoy [Environmental Science Handbook for Architects and Builders]. Moscow, Stroyizdat Publ., 1984, 670 p.
  2. MGSN 3.01—01. Zhilye zdaniya. [Moscow City Building Requirements 3.01-01. Residential Buildings.] Moscow, 2001.
  3. Glazychev V.L. Technology of Environment Design. Master-class. Personal web-site of V.L. Glazychev. Available at: www.glazychev.ru. Date of access: 21.03.12.
  4. Nikerov V.A. Ekologichnyy dom glazami fi zika: sovety fi zika [Ecological House as Viewed by the Physicist: the Physicist’s Advice]. Moscow, Energoatomizdat Publ., 1992.
  5. Gagarin V.G., Zemtsov V.A., Igumnov N.M. Ravnoeffektivnost’ okonnykh blokov po parametram teplozashchity i svetopropuskaniya [Equal Effi ciency of Window Blocks in Terms of Thermal Resistance and Light Conductivity]. Krovel’nye i izolyatsionnye materialy [Roofi ng and Insulation Materials]. 2011, no. 4, pp. 41—43.
  6. Shadrin A.S., Shekhter F.L. Povyshenie effektivnosti resheniy bokovogo estestvennogo osveshcheniya [Improvement of Effi ciency of Lateral Daylight Solutions]. Svetotehnika [Illumination Engineering]. Moscow, 1990, no. 10, pp.
  7. Stetskiy S.V. K voprosu o sub”ektivnoy otsenke komfortnosti vnutrenney mikroklimaticheskoy sredy [Subjective Assessment of the Comfort of the Indoor Environment]. Stroitel’nye materialy, oborudovanie, tekhnologii XX veka [Construction Materials, Equipment and Technologies of the 20th Century]. 2008, no. 12, pp. 63—65.
  8. Kirilyuk M.A. Otsenka urovnya komfortnosti zhilishchno-kommunal’nogo i sotsial’no-bytovogo obustroystva sel’skogo poseleniya [Assessment of Comfort of Residential Housing, Utilities and Social Infrastructure of a Rural Settlement]. Mehanizatsiya stroitel’stva [Building Mechanization]. 2010, no. 12, pp. 4—6.
  9. Myagkov M.S. Gorod, arkhitektura, chelovek i klimat [City, Architecture, Person, Climate]. Moscow, Arkhitektura-S Publ., 2007, p. 343.
  10. Kholshchevnikov V.V., Lukov A.V. Klimat mestnosti i mikroklimat pomeshcheniy [Outdoor and Indoor Climate]. Moscow, ASV Publ., 2001.

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OPERATIONAL PECULIARITIES OF HPP SUCTION TUBES AND THEIR PROSPECTIVE DESIGNS

Vestnik MGSU 10/2015
  • Bal’zannikov Mikhail Ivanovich - Samara State University of Architecture and Civil Engineering (SSUACE) Doctor of Technical Sciences, Professor, Department of Environment Protective and Hydrotechnical Construction, Samara State University of Architecture and Civil Engineering (SSUACE), 194 Molodogvardeyskaya str., Samara, 443001, Russian Federation.
  • Piyavskiy Semen Avraamovich - Samara State University of Architecture and Civil Engineering (SSUACE) Doctor of Technical Sciences, Professor, Department of Environment Protective and Hydrotechnical Construction, Samara State University of Architecture and Civil Engineering (SSUACE), 194 Molodogvardeyskaya str., Samara, 443001, Russian Federation.

Pages 127-137

The article deals with the peculiarities of suction tubes operation at HPP hydraulic turbines. The suction tubes are shown to provide the recovery of head due to the static and dynamic reduction of pressure under the working wheel. The conditions of their successful functioning on head recovery are shown. In particular, the necessity of providing water movement without breakaway and whirlpool areas in suction pipe elements are underlined. The importance of providing more uniform velocities field at the output section of diffuser element is indicated since this leads to reduction of velocity head losses and increase in efficiency of hydraulic turbine operation. The results of flow velocities hydraulic tests at diffusor diverting waterway are made using a spatial model. Flow relative velocity distribution at the output section is shown. Based on experimental data processing the flow main features are determined. In particular, water flow velocity variation factor is obtained. Its value reaches 2.09 due to the use of water discharge installation with asymmetric increase of section height. The necessity to use large scale suction tube structures of a toggle type for low and average pressure HPPs with reactive vertical axial hydroturbines is proved. It is important to develop suction tube designs which would not raise the construction costs when being installed and at the same time would not permit unfavorable cavitation conditions. Advanced suction tube designs developed with the participation of the authors are given. Specifically it is recommended to change the ceiling inclination angle in the section ceiling element to provide a breakaway-free water flow from the walls at the changing operation modes of the hydraulic turbogenerator unit differing from each other by the amounts of passing water discharge and hence, by the velocities of the water flow. In another design - in a suction tube with a bypass cavity - a system of holes is provided in the ceiling of the diffuser parts. Through them the water input can be made into the zone of the maximal pressure drop of the output diffuser. Thanks to it the vacuum value is diminished and the conditions for cavitation are eliminated. Reduction of flow pressure pulsation is achieved as well. Thus, a conclusion is made on the expediency of developing new efficient designs of suction tubes providing the improvement of their operation conditions.

DOI: 10.22227/1997-0935.2015.10.127-137

References
  1. Bal’zannikov M.I., Elistratov V.V. Vozobnovlyaemye istochniki energii. Aspekty kompleksnogo ispol’zovaniya [Renewable Energy Sources. Aspects of the Complex Use]. Samara, OOO «Ofort», SGASU Publ., 2008, 331 p. (In Russian)
  2. Elistratov V.V. Vozobnovlyaemaya energetika [Renewable Power Engineering]. 2nd edition, enlarged. Saint Petersburg, Nauka Publ., 2013, 308 p. (In Russian)
  3. Elistratov V.V. Ispol’zovanie vozobnovlyaemykh istochnikov energii — put’ k ustoychivomu razvitiyu i energoeffektivnosti [Use of Renewable Energy Sources Is a Way to Sustainable Development and Energy Efficiency]. Nauchno-tekhnicheskie vedomosti SPbGPU [St. Petersburg State Polytechnical University Journal]. 2012, no. 3—1 (154), pp. 77—83. (In Russian)
  4. Bal’zannikov M.I., Evdokimov S.V., Galitskova Yu.M. Razvitie vozobnovlyaemoy energetiki — vazhnyy vklad v obespechenie zashchity okruzhayushchey sredy [Renewable Energy Engineering is a Significant Contribution to Providing Environmental Protection]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2014, no. 3, pp. 16—19. (In Russian)
  5. Bal’zannikov M.I. Energeticheskie ustanovki na osnove vozobnovlyaemykh istochnikov energii i osobennosti ikh vozdeystviya na okruzhayushchuyu sredu [Power Installations on the Basis of Renewable Energy Sources and Their Impact on the Environment]. Vestnik Volgogradskogo gosudarstvennogo arkhitekturno-stroitel’nogo universiteta. Seriya :Stroitel’stvo i arkhitektura [Bulletin of Volgograd State University of Architecture and Civil Engineering. Series: Construction and Architecture]. 2013, no. 31 (50), part 1, pp. 336—342. (In Russian)
  6. Evdokimov S.V., Dormidontova T.V. Otsenka nadezhnosti gidrotekhnicheskikh sooruzheniy [Hydrotechnical Structures Reliability Estimation]. Vestnik SGASU. Gradostroitel’stvo i arkhitektura [Proceedings of Samara State University of Architecture and Civil Engineering. Urban Planning and Architecture]. 2012, no. 1 (5), pp. 64—68. (In Russian)
  7. Evdokimov S.V. Problemy bezopasnosti stroitel’stva energeticheskikh ustanovok, akkumuliruyushchikh netraditsionnye (vozobnovlyaemye) istochniki energii [Problems of Construction Safety for Power Installations Accumulating Non-Traditional (Renewable) Energy Sources]. Vestnik SGASU. Gradostroitel’stvo i arkhitektura [Proceedings of Samara State University of Architecture and Civil Engineering. Urban Planning and Architecture]. 2012, no. 2 (6), pp. 68—72. (In Russian)
  8. Vasil’ev Yu.S., Kubyshkin L.I. O tekhnologii proektirovaniya ob”ektov gidroenergetiki [On the Technology of Hydropower Structures Design]. Gidrotekhnicheskoe stroitel’stvo [Hydraulic Engineering]. 2014, no. 7, pp. 2—8. (In Russian)
  9. Svitala F., Galitskova Yu.M., Evdokimov S.V. Osobennosti konstruktsiy gidrotekhnicheskikh sooruzheniy i agregatnykh zdaniy pervykh gidroelektrostantsiy [Structural Peculiarities of Hydrotechnical Structures and Aggregate Buildings of First Power Plants]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2014, no. 12, pp. 87—90. (In Russian)
  10. Svitala F., Galitskova Yu.M. Ispol’zovanie gidravlicheskikh energoagregatov s naklonnoy os’yu dlya malykh gidroelektrostantsiy [The Use of Hydraulic Energy Installations with Inclined Axis at Small HPPs]. Nauchnoe obozrenie [Scientific Review]. 2014, no. 10 (2), pp. 450—456. (In Russian)
  11. Piyavskiy S.A., Evdokimov S.V. Obosnovanie konstruktsiy vodopropusknykh gidrotekhnicheskikh sooruzheniy v usloviyakh neopredelennosti [Reasoning for Design of Culvert Hydrotechnical Structures under Uncertainty Conditions]. Izvestiya vysshikh uchebnykh zavedeniy. Stroitel’stvo [News of Higher Educational Institutions. Construction]. 2012, no. 6, pp. 36—43. (In Russian)
  12. Bal’zannikov M.I., Seliverstov V.A. Characteristics of Substantiation of Water-Intake Parameters at WSPP as Component Parts of the Power Complex. Power Technology and Engineering. 2015, vol. 49, no. 1, pp. 22—26. DOI: http://dx.doi.org/10.1007/s10749-015-0567-5.
  13. Evdokimov S.V. Povyshenie konkurentosposobnosti energoustanovok, ispol’zu-yushchikh energiyu techeniy [Raising the Competitive Ability of Energy Installations Using Current Energy]. Regional’naya ekologiya [Regional Ecology]. 2000, no. 3—4, pp. 90—97.(In Russian)
  14. Urishev B.U., Mukhammadiev M.M., Nosirov F., Zhuraev S.R. Snizhenie zaileniya avankamery meliorativnykh nasosnykh stantsiy [Reduction of Forebays Siltation at Ameliorative Pump Stations]. Vestnik SGASU. Gradostroitel’stvo i arkhitektura [Proceedings of Samara State University of Architecture and Civil Engineering. Urban Planning and Architecture]. 2013, no. 4 (12), pp. 49—53. (In Russian)
  15. Bakhtina I.A., Ivanov V.M., Il’inykh S.V., Stepanova P.V., Elizarov E.S. Eksperimental’nye issledovaniya mikro-GES s osevoy gidroturbinoy na gidravlicheskom stende [Experimental Tests of Micro-HPP with Axial Hydroturbine at the Hydraulic Stand]. Polzunovskiy vestnik [Polzunovsky vestnik]. 2013, no. 4—2, pp. 12—19. (In Russian)
  16. Ivanov V.M., Bakhtina I.A., Ivanova T.Yu., Il’inykh S.V. Elektrosnabzhenie i energosberezhenie s ispol’zovaniem vozobnovlyaemykh istochnikov energii [Electric Power Supply and Energy Saving When Using Renewable Energy Sources]. Vestnik SGASU. Gradostroitel’stvo i arkhitektura [Proceedings of Samara State University of Architecture and Civil Engineering. Urban Planning and Architecture]. 2015, no. 2 (19), pp. 88—93. (In Russian)
  17. Smirnov I.N. Gidravlicheskie turbiny i nasosy [Hydraulic Turbines and Pumps]. Moscow, Vysshaya shkola Publ., 1969, 400 p. (In Russian)
  18. Bal’zannikov M.I., Elistratov V.V. Rezul’taty energogidravlicheskikh issledovaniy pryamotochnogo vodovypuska krupnoy nasosnoy stantsii [Results of Power Hydraulic Investigations of Straight-Through Output of a Large Pump Plant]. Gidrotekhnicheskoe stroitel’stvo [Hydraulic Engineering]. 1994, no. 12, pp. 19—22. (In Russian)
  19. Seliverstov V.A. Rezul’taty issledovaniy vodopriemnogo ustroystva gidroenergeticheskoy ustanovki s ispol’zovaniem programmy «Ansys» [Results of investigations of hydrotechnical installation water input structure with the Use of “Ansys” Software]. Nauchno-tekhnicheskie vedomosti SPbGPU [St. Petersburg State Polytechnical University Journal]. 2009, no. 4—2 (89), pp. 149—153. (In Russian)
  20. Bal’zannikov M.I., Seliverstov V.A. Osobennosti vybora osnovnykh parametrov konstruktsii vodovypusknogo sooruzheniya sektsionnogo tipa krupnoy nasosnoy stantsii [Peculiarities of Main Design Parameters Selection for Section-Type Water Output Structure of a Large Pump Plant]. Promyshlennoe i grazhdanskoe stroitel’stvo [Industrial and Civil Engineering]. 2010, no. 8, pp. 17—19. (In Russian)
  21. Vasil’ev Yu.S., Kukushkin V.A., Bal’zannikov M.I., Petrov V.I. A. s. 1402700 SSSR, MPK F03B11/00. Vsasyvayushche-otsasyvayushchaya truba obratimogo gidroagregata [Inventors certificate 1402700 USSR, MPK F03B11/00. In and Out Suction Pipe of a Reverse Hydrogenerator]. No. 4143886/25-06 ; appl. 10.11.1986 ; publ. 15.06.1988, bulletin no. 22. Leningrad Polytechnic Institute named after M.I. Kalinin, 3 p. (In Russian)
  22. Bal’zannikov M.I., Belyaev S.G., Kruglikov V.V., Kuklin D.E. A. s. 1622638 SSSR, MPK F04D29/52. Podvodyashchee ustroystvo vertikal’nogo lopastnogo nasosa [Inventors certificate 1622638 USSR, MPK F04D29/52. Feeder Structure of Vertical Blade Pump]. No. 4645564/29 ; appl. 03.02.1989 ; publ. 23.01.1991, bulletin no. 3. Kuybyshev Engineering and Construction Institute, Leningrad Polytechnic Institute named after M.I. Kalinin, 4 p. (In Russian)
  23. Bal’zannikov M.I., Evdokimov S.V. Patent 2140486 RF, MPK E02B9/00. Otsasyvayushchaya truba gidroagregata [Russian Patent 2140486, MPK E02B9/00/. Hydrogenerator Suction Tube]. No. 98117659/13 ; appl. 24.09.1998, publ. 27.10.1999, bulletin no. 30. Patent holder SGASA, 3 p. (In Russian)
  24. Vissarionov V.I., Belyaev S.G., Pimenov V.I., Urishev B.U. A. s. 1341370 SSSR, MPK F03B3/12, F03B11/04. Lopast’ osevogo rabochego kolesa [Inventors certificate 1341370 USSR, MPK F03B3/12, F03B11/04. Axial Working Wheel Blade]. No. 4012467/25-06 ; appl. 21.01.1986, publ. 30.09.1987, bulletin no. 36. Leningrad Polytechnic Institute named after M.I. Kalinin, 2 p. (In Russian)

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Criteria procedure development for tender in construction design

Vestnik MGSU 9/2014
  • Malykha Galina Gennad’evna - Moscow State University of Civil Engineering (MGSU) Doctor of Technical Sciences, Professor, Department of Thermal and Nuclear Power Plants Construction, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; +7 (495) 781-80-07; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Reshetova Anna Yur’evna - Giprokon L-D Deputy Director, Development Department, Giprokon L-D, 7 Gilyarovskogo str., Moscow, 129090, Russian Federation; +7 (495) 933-87-21; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Chernykh Viktoriya Nikolaevna - Giprokon L-D head, Development Department, Giprokon L-D, 7 Gilyarovskogo str., Moscow, 129090, Russian Federation; +7 (495) 933-87-21; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 116-122

This article deals with the problem of criteria optimization in order to objectively evaluate the experience of an applicant (a project organization) and the quality of a design product (project documentation). The methodology to be developed is based on introduction of new evaluation criteria (sub-criteria) that in conjunction with the applicable criteria specified by the Law on the Contract System will allow developing the optimal procedure to evaluate competitive bids of the participants in tenders and determining the most appropriate candidate, with whom the contract will be further concluded. The article analyzes the existing criteria and their interaction with each other and describes the specifics of tenders for design in the form of open competition. The list decreases to three criteria, such as "contract price", "quality, functional and environmental characteristics of a procurement facility", "qualification of procurement participants, including availability of financial resources, equipment and other material resources necessary for the execution of the contract material resources, the presence of goodwill, professionals and other employees of a certain experience level". However, in order to upgrade the quality of assurance procedures for the design works to be performed, it was decided to apply new evaluation criteria (sub-criteria) components, such as "availability of positive findings of the state out-of-departmental examination that are similar to the subject of competition, on a participant in placement of order", "availability of the certificate on approval of architectural and urban planning decisions that are similar to the subject of competition, on a participant in placement of order", "availability of the permit for the commissioning of facilities that are similar to the subject of competition, on a participant in placement of order", "availability of the contract for designer's supervision with a participant in placement of order". The article describes in detail the above evaluation criteria (sub-criteria) and presents a new procedure of evaluation of competitive bids, which will allow combining its new components with those existing under the law and giving the actual result of their interaction with each other in determination of a winner, i.e. a more well-deserved candidate (a tenderer). Thus the requirements given above are met, the participants in order placement will be able to declare themselves as organizations that are highly skilled, fair and able to perform the high-quality design works, know how to perform work in due time and in strict compliance with the current regulations of the Russian Federation and are able not only to show a creative approach to solving the objectives, but also to create a project characterized by both architectural and artistic aesthetics and its high technological effectiveness.

DOI: 10.22227/1997-0935.2014.9.116-122

References
  1. O kontraktnoy sisteme v sfere zakupok tovarov, rabot, uslug dlya obespecheniya gosudarstvennykh i munitsipal'nykh nuzhd : Federal'nyy zakon ot 05.04.2013 ¹ 44-FZ. s izmeneniyami i dopolneniyami ot: 02.07, 28.12.2013 g., 04.06, 2107.2014 g. [Federal Law No. 44-FZ from 05.04.2013 On the Contract System in the Procurement of Goods, Works and Services to Meet the State and Municipal Needs. With Amendments and Additions from 02.07, 28.12.2013, 04.06, 2107.2014]. Available at: http://base.garant.ru/70353464/1/#block_1000. Date of access: 20.07.2014.
  2. Ob utverzhdenii Pravil otsenki zayavok, okonchatel'nykh predlozheniy uchastnikov zakupki tovarov, rabot, uslug dlya obespecheniya gosudarstvennykh i munitsipal'nykh nuzhd : Postanovlenie Pravitel'stva RF ot 28.11.2013 g. ¹ 1085 [Resolution of the Government of the Russian Federation No. 1085 dated 28.11.2013 On Approval of the Rules for Evaluating Bids and Final Offers of the Participants of Procurement of Goods, Works and Services to Meet the State and Municipal Needs]. Available at: http://ivo.garant.ru/SESSION/PILOT/main.htm. Date of access: 20.07.2014.
  3. Ob optimizatsii poryadka utverzhdeniya arkhitekturno-gradostroitel'nykh resheniy ob"ektov kapital'nogo stroitel'stva v gorode Moskve : Postanovlenie Pravitel'stva Moskvy ¹ 284-PP ot 30.04.2013 g. s izmeneniyami i dopolneniyami ot 14.05.2014 g. [Resolution of the Government of Moscow No. 284-PP dated 30/04/2013 On Optimization of the Procedure for Approval of Architectural and Town Planning Concepts of Capital Construction Projects in the City of Moscow. With Amendments and Additions from 14.05.2014]. Available at: http://base.garant.ru/70373462. Date of access: 20.07.2014.

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Overview of software products for the terrain analysis in the tasks of design automation of wind-power stations

Vestnik MGSU 3/2014
  • Volkov Andrey Anatol’evich - Moscow State University of Civil Engineering (MGSU) Rector, Doctor of Technical Sciences, Professor, Chair, Department of Information Systems, Technology and Automation in Civil Engineering, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; +7 (499) 929-52-29; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Sukneva Luiza Valer'evna - Moscow State University of Civil Engineering (MGSU) postgraduate student, assistant, Department of Information Systems, Technology and Automation in Civil Engineering, leading engineer of the analytical department, 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 .
  • Kirschke Heiko - Bauhaus-Universitat Weimar Doctor of Engineering, Professor, Department of Computer Science in Civil Engineering, Bauhaus-Universitat Weimar, 7 Coudraystrabe, Weimar, 99423, Germany; +49 (0) 36 43; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 254-261

The lack of ground and constantly growing price for energy sources are the reason for using alternative energy. The rules of the world community for environmental protection is the motivation for using renewable energy sources. It is necessary to automate the processes of the design technology for the alternative energy structures and their operation, as well as data gathering and analisys on all the existing objects. There is also the need to automise these objects' management. The topic of this article is connected to the analysis of terrain for designing windpower stations. The regional wind maps are valuable tools for the wind farm developer for searching site, but they are not accurate enough to justify the financing of the development. For the majority of prospective wind farms, the developer must undertake a wind resource measurement and use analyzing program. This should provide a robust prediction of the expected energy production over its lifetime. The authors note that a prediction of the energy production of a wind farm is possible using such methods as the wind atlas methodology within WAsP and show the main instruments.

DOI: 10.22227/1997-0935.2014.3.254-261

References
  1. Mortensen N.G., Landber I., Troen I., Petersen E.L. Wind Atlas Analysis and Application Program (WAsP). User's Guide Risoe-1-666 (EN) (v.2). Roskilde, Denmark, Risoe National Laboratory, 1993.
  2. Volkov A. General Information Models of Intelligent Building Control Systems. Proceedings of the International Conference on Computing in Civil and Building Engineering. Nottingham, UK, Nottingham University Press, 2010, Paper 43, p. 8.
  3. Volkov A.A., Sedov A.V., Chelyshkov P.D., Sukneva L.V. Geograficheskaya informatsionnaya sistema (atlas) al'ternativnykh istochnikov energii [Atlas: Geographic Information System of Alternative Sources of Energy]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2013, no.1, pp. 213—217.
  4. Shvetsov D. Automation in the Service of Alternative Energy — a Promising Alliance. System Integration, 2011, pp. 48—53.
  5. Ignatova E.V. Reshenie zadach na osnove informatsionnoy modeli zdaniya [Problem Solving on the Basis of Information Model of Buildings]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2012, no. 9, pp. 241—246.
  6. Volkov A.A. Gomeostat stroitel'nykh ob"ektov. Chast' 3. Gomeostaticheskoe upravlenie [Homeostat of Construction Projects. Part 3. Homeostatic Management]. Stroitel'nye materialy, oborudovanie, tekhnologii XXI veka [Building Materials, Equipment, Technologies of the 21st century]. 2003, no. 2, pp. 34—35.
  7. Volkov A.A., Vaynshteyn M.S., Vagapov R.F. Raschety konstruktsiy zdaniy na progressiruyushchee obrushenie v usloviyakh chrezvychaynykh situatsiy. Obshchie osnovaniya i optimizatsiya proekta [Design Calculations for the Progressive Collapse of Buildings in Emergency Situations. Common Grounds and Project Optimization]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2008, no. 1, pp. 388—392.
  8. Skiba A.A., Ginzburg A.V. Analiz riska v investitsionno-stroitel’nom proekte [Risk Analysis for Investment Projects in the Construction Industry]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2012, no. 12, pp. 276—281.
  9. Ginzburg A. Computer Modeling in Organizational and Technological Design. Proceedings of the 11th International Conference on Construction Applications of Virtual Reality 2011. Weimar, Germany, Bauhaus-Universit?t, 2011, pp. 29—30.
  10. Ginzburg A. Organizational and Technological Reliability of Construction Companies. Computing in Civil and Building Engineering. Proceedings of The International Conference. Nottingham, The University of Nottingham, 2010, pp. 275—276.

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DESIGN OF INTEGRATED SYSTEMS DESIGNATED FOR THE FORECASTING AND MONITORING OF EMERGENCIES IN BUILDINGS, STRUCTURES AND THEIR CLUSTERS

Vestnik MGSU 1/2013
  • 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 .
  • Rubtsov Igor' Vladimirovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Professor, Chair, De- partment of Engineering Geodesy, 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 208-2012

The authors propose their original method of design of systems designated for the forecasting and monitoring of emergencies in different types of buildings. The new method represents an integrated set of versatile activities and systems, including a layout of sensor elements and communication channels, installation of the monitoring system in a building, a structure, or a set (a cluster) of buildings and structures, pilot system operation, and metrological system testing.Critical values of controlled parameters are pre-set in accordance with an adaptive mathematical model developed on the basis of the design documentation and the data generated in the course of inspection of buildings and/or structures. If the parameters of a structure exceed critical values pre-set by the system, automated decision-making procedure is actuated. It may cause the operation of the building to stop or, alternatively, it may restrict or even prevent access to some areas inside the building. In some cases, one should analyze the time periods between regular inspections to determine whether additional tests are needed, or to run an additional monitoring system.

DOI: 10.22227/1997-0935.2013.1.208-2012

References
  1. Volkov A.A. Elementy kompleksnogo monitoringa kak sredstvo bezopasnoy ekspluatatsii stroitel'nykh ob"ektov [Elements of Integrated Monitoring Activities as the Instrument of Safe Operation of Construction Facilities]. Bol'shoy Rossiyskiy katalog. Stroitel'stvo. [Big Russian Catalogue. Construction.] Moscow, Katalogi i spravochniki publ., 2000, pp. 1327—1328.
  2. Volkov A.A. Bezopasnost' stroitel'nykh ob"ektov v chrezvychaynoy situatsii [Safety of Construction Facilities in Emergencies]. Sel'skoe stroitel'stvo [Rural Construction]. 2000, no. 3, pp. 42—43.
  3. Volkov A.A. Aktivnaya bezopasnost' stroitel'nykh ob"ektov [Active Safety of Construction Facilities]. Stroitel'naya mekhanika inzhenernykh konstruktsiy i sooruzheniy [Structural Mechanics of Construction Facilities], an interuniversity collection of research papers. Moscow, ASV Publ., 2000, no. 9, pp. 147—150.
  4. Shaposhnikov A.S. Analiz effektivnosti sistem monitoringa i prognozirovaniya chrezvychaynykh situatsiy prirodnogo i tekhnogennogo kharaktera na primere Moskvy [Analysis of Efficiency of Systems of Monitoring and Forecasting of Natural and Anthropogenic Emergencies Exemplifi ed by Moscow]. Tekhnologii grazhdanskoy bezopasnosti [Civil Safety Technologies]. 2009, vol. 6, no. 3-4, pp. 210—215.

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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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Design of ropeways of the mountain recreational centers

Vestnik MGSU 11/2014
  • Tseva Anna Victorovna - Mytishchinskiy Branch, Moscow State University of Civil Engineering (MGSU) Assistant Lecturer, Department of Architectural and Construction Design, Mytishchinskiy Branch, Moscow State University of Civil Engineering (MGSU), 50 Olimpiyskiy prospekt, Mytishchi, Moscow Region, 141006, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 171-179

Ropeways are an eco-friendly and economically viable transport used for transportation of passengers and shipment. Ropeways are widely applied during construction in the conditions of a mountainous relief. The state programs aimed at the development of mountain recreational centers (MRCs) stipulate ropeways construction in accordance with the MRC situational plan. Safety and comfort of a ropeway are defined not only by its technical characteristics, but also by its linking to the relief, MRC facilities and infrastructure. The article describes the main design stages of a ropeway starting from the concept, a choice of its axis, determination of capacity, type of a ropeway, requirements to the track before the design of drop-off/pick-up zones. For each design stage the explanations, which reflect real work specifics, are provided, together with the technical characteristics for calculations and solution samples. The concept defines the functional purpose of a ropeway: ski slopes/ tourist zones/ recreation areas; the season of ropeway operation, the scheme of communications with the MRC objects, the capacity of reception base, the minimum distance from the bottom stations to residential complexes. The critical decisions of axis and track design are carried out by a coalition of designer-planners, expert designers and ropeway technologists. The ropeway, which performs transport function, unites all the objects of the mountain recreational center into a single complex. The optimum placement of a ropeway deals with the questions of comfort, safety and profitability, therefore greatly contributing to the quality of the whole ropeway project. During the MRC development one should consider the questions of infrastructure expansion, year-round ropeway operation and increasing ski tracks capacity, which will demand ropeway modernization and/ or changes in the situational plan of the mountain recreational center.

DOI: 10.22227/1997-0935.2014.11.171-179

References
  1. Le t?l?ph?rique urbain, un mode de transport qui monte. Qu’en savons-Nous? Agence d’Urbanisme de Caen-M?tropole. 2013, no. 56, p. 4.
  2. Transports par c?bles a?riens en milieu urbain et p?riurbain : quel domaine de pertinence en France? 15 p. (CERTU — STRMTG — CETE ; D?cembre 2011). Available at: http://www.strmtg.developpement-durable.gouv.fr/IMG/pdf/transports_cables.pdf. Date of access: 12.07.2014.
  3. Bovskiy G. Kanatnye dorogi [Ropeways]. Gornolyzhnaya industriya Rossii [Skiing Industry in Russia]. 2007, no. 7, pp. 44—45. (In Russian)
  4. Obustroystvo gornykh kurortov [Arrangement of Mountain Resorts]. Gorimpeks Publ., Moscow, 2008, 96 p. (In Russian)
  5. Stations skis aux pieds. Available at: http://www.france-montagnes.com/webzine/activites/stations-skis-aux-pieds/. Date of access: 12.07.2014.
  6. PB 10-559—03. Pravila ustroystva i bezopasnoy ekspluatatsii passazhirskikh podvesnykh i buksirovochnykh kanatnykh dorog [PB 10-559-03. Rules for Arrangement and Safe Operation of Passenger Out-Board and Towingropeways]. Rossiyskaya gazeta [Russian Newspaper]. 2003, June 21, no. 120/1. (In Russian)
  7. Kontseptsiya sozdaniya turisticheskogo klastera v Severo-Kavkazskom federal’nom okruge, Krasnodarskom krae i Respublike Adygeya [The Concept of Creation of a Tourist Cluster in North Caucasus Federal District, Krasnodar Krai and the Republic of Adygea]. Moscow, 2011, 221 p. (In Russian)
  8. RM2. Conception g?n?rale des t?l?ph?riques : Les Guide Technique. Version du 29 janvier 2008. 135 p. Available at: http://www.bulletin-officiel.developpement-durable.gouv.fr/fiches/BO20087/A0070004RM2.pdf. Date of access: 12.07.2014.
  9. Tekhnologii gornolyzhnoy industrii [Technologies of the Aalpine Skiing Industry]. Rosinzhiniring Publ. Available at: http://skibuild.ru/images/pic-news/tecnology-ukreplenie-sklonov.pdf. Date of access: 12.07.2014. (In Russian)
  10. Inzhenernye resheniya po zashchite territorii [Engineering Decisions on Protection of the Territory]. Rosinzhiniring Publ. Available at: http://roing.ru/pdf/engprotection.pdf. Date of access: 12.07.2014. (In Russian)
  11. Tekhnologicheskiy proekt. PPKD TSD 13 c shestimestnymi kreslami na ottseplyaemykh zazhimakh. STK «Gornaya karusel’» pos. Krasnaya Polyana g. Sochi. Poyasnitel’naya zapiska ¹ 14401PZ [Technological project. PPKD TSD13 with Six-seater Chairs on the Unhooked Clips. Sports and Tourist Complex "Gornaya karusel’" in the village Krasnaya Polyana, Sochi. Explanatory Note no. 14401PZ].Gortekhproektpostavka Publ., Moscow, 2013, 33 p. (In Russian)
  12. Etude de faisabilit? d'une liaison t?l?ph?rique entre Gallieni et La Noue. Egis Rail. Available at: http://www.bagnoletlanoue.info/laNoue1/docs/Telepherique.pdf. Date of access: 12.07.2014.
  13. Alshalalfah B., Shalaby A., Dale S. Experiences with Aerial Ropeway Transportation Systems in the Urban Environment. Journal of Urban Planning and Development. March 2014, vol. 140, no. 1, 04013001. DOI: http://dx.doi.org/10.1061/(ASCE)UP.1943-5444.0000158.
  14. Alshalalfah B., Shalaby A., Dale S., Othman F. Improvements and Innovations in Aerial Ropeway Transportation Technologies: Observations from Recent Implementations. Journal of Transportation Engineering. August 2013, vol. 139, no. 8, pp. 814—821. DOI: http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000548.
  15. Alshalalfah B., Shalaby A., Othman F. Aerial Ropeway Transit — Exploring its Potential for Makkah. Center of Research Excellence in Hajj and Omrah. 279 p. Available at: http://www.civil.engineering.utoronto.ca/Assets/Civil+Engineering+Digital+Assets/Makkah+Project+Report+-+Part+1.pdf; http://www.civil.engineering.utoronto.ca/Assets/Civil+Engineering+Digital+Assets/Makkah+Project+Report+-+Part+2.pdf. Date of access: 12.07.2014.

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METHOD OF CALCULATION OF THE ELEVATOR SPEED LIMITER WITH THE INERTIAL ROLLER

Vestnik MGSU 7/2016
  • Vitchuk Pavel Vladimirovich - Kaluga branch of Bauman Moscow State Technical University (Kaluga branch of BMSTU) Candidate of Technical Sciences, Associate Professor, Department of Machine Components and Lifting and Transporting Equipment, Kaluga branch of Bauman Moscow State Technical University (Kaluga branch of BMSTU), 2 Bazhenova str., Kaluga, 248000, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Mokin Dmitriy Gennad’evich - Kaluga branch of Bauman Moscow State Technical University (Kaluga branch of BMSTU) Candidate of Technical Sciences, Associate Professor, Department of Machine Components and Lifting and Transporting Equipment, Kaluga branch of Bauman Moscow State Technical University (Kaluga branch of BMSTU), 2 Bazhenova str., Kaluga, 248000, Russian Federation.

Pages 134-141

The speed limiter is intended to actuate the safety gear excess of emergency overspeed of the car or the counterweight while moving down. In Russia, the most widespread speed limiters are centrifugal type with a horizontal axis of rotation. Their design and methods of calculation are well known and widely presented in the literature. In foreign practice the most often used speed limiters include inertial roller in their construction. In the domestic literature there is almost no description of such structures and principles of their calculation. In the given article the author describes the calculation and structural scheme of the speed limiter with inertial roller and an octagonal disk of Schindler Co. Equilibrium equation actuating lever relative to the axis of rotation is compiled. On the basis of the analysis of the equilibrium equation the basic principles and constituent elements of the calculation of the elevator speed limiter with inertial roller are discovered. These are: calculation of the lever system, calculation of the spring, calculation of the disk. The dependences of the path, speed and acceleration of the roller in time are given. It is convenient to design the disk surface with the use of computer applications. This eliminates a significant amount of computation. The design algorithm for disk surface on a computer is given. The example of design of disk surface using this algorithm is offered. The proposed considerations on building the speed limiter’s disk surface allow changing its profile in real time. This, together with the equilibrium equation allow designing speed limiters with an inertial roller in any possible configuration.

DOI: 10.22227/1997-0935.2016.7.134-141

References
  1. Volkov D.P., editor. Lifty [Elevators]. Moscow, ASV Publ., 1999, 479 p. (In Russian)
  2. Korneev G.K., Korotov M.G., Motsokheyn I.S., Zhdanov B.V. Lifty passazhirskie i gruzovye [Passenger and Service Elevators]. Moscow, Mashgiz Publ., 1958, 568 p. (In Russian)
  3. Volkov D.P., Ionov A.A., Chutchikov P.I. Atlas konstruktsiy liftov [Lift Design Atlas]. Moscow, ASV Publ., 2003, 156 p. (In Russian)
  4. Arkhangel’skiy G.G., Babichev S.D., Vaksman M.A., Kotel’nikov V.S. Gidravlicheskie lifty [Hydraulic Lifts]. Moscow, ASV Publ., 2002, 346 p. (In Russian)
  5. Ermishkin V.G., Nelidov I.K., Kokhanov K.P. Naladka liftov [Lift Adjustment]. Moscow, Stroyizdat Publ., 1990, 301 p. (ZhKKh. Biblioteka rabotnika zhilishchno-kommunal’nogo khozyaystva [Library of Housing and Utilities Infrastructure Worker]). (In Russian)
  6. Chutchikov P.I. Remont liftov [Lift Repair]. Moscow, Stroyizdat Publ., 1983, 271 p. (In Russian)
  7. Polkovnikov V.S., Gruzinov E.V., Lobov N.A. Montazh liftov [Lift Assembling]. 4th edition, revised and enlarged. Moscow, Vysshaya shkola Publ., 1981, 279 p. (Proftekhobrazovanie [Professional Technological Education]). (In Russian)
  8. Ermishkin V.G. Tekhnicheskoe obsluzhivanie liftov [Lift Maintenance]. Moscow, Nedra Publ., 1976, 326 p. (In Russian)
  9. Fedorova Z.M., Lukin I.F., Nesterov A.P. Pod”emniki [Elevators]. Kiev, Vishcha shkola Publ., 1976, 294 p. (In Russian)
  10. Vasil’ev M.I., Brodskiy M.G. Montazh liftov [Lift Assembling]. Moscow, Stroyizdat Publ., 1975, 225 p. (In Russian)
  11. Polkovnikov V.S., Lobov N.A., Gruzinov E.V., Brodskiy M.G. Montazh i ekspluatatsiya liftov [Lift Assembling and Maintenance]. 2nd edition, revised and enlarged. Moscow, Vysshaya shkola Publ., 1973, 327 p. (Proftekhobrazovanie : Stroitel’nye raboty [Professional Technical Education : Construction Works]). (In Russian)
  12. Pavlov N.G. Lifty i pod”emniki. Osnovy konstruirovaniya i rascheta [Lifts and Elevators. Basis of Design and Calculation]. Moscow, Leningrad, Mashinostroenie Publ., 1965, 203 p. (In Russian)
  13. Tushmalov V.A. Elektricheskie lifty: ustroystvo i montazh [Electric Lifts. Construction and Assembling]. Moscow, Mashgiz Publ., 1952, 179 p. (In Russian)
  14. Udod L.F. Passazhirskie i gruzovye pod”emniki (lifty) : Konstruktsiya i raschet [Elevators (Lifts) for Passengers and Goods : Structure and Calculation]. Khar’kov, Kiev, Gosudarstvennoe nauchno-tekhnicheskoe izdatel’stvo Publ., 1937, 314 p. (In Russian)
  15. Baranov A.P., Golutvin V.A. Pod”emniki [Elevators]. Tula, TulGU Publ., 2004, 150 p. (In Russian)
  16. Ioffe I.Ya. Vysokoskorostnye lifty [High Speed Lifts]. Moscow, Stroyizdat Publ., 1988, 95 p. (In Russian)
  17. Janovsky L. Elevator Mechanical Design. Ellis Horwood Ltd; 2 Sub edition, 1993, 250 p.

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ARCHITECTURAL PLACEMAKING OF TECHNOLOGY PARKS: ENCOURAGEMENT OF CREATIVE THINKING

Vestnik MGSU 10/2012
  • Rykov Kirill Nikolaevich - Southern Federal University (UFU), Research and Design Organization "Southern Urban Planning Centre", Limited Liability Company (OOO «NPO YuRGTs») postgraduate student, Institute of Architecture and Arts, Southern Federal University (UFU), Research and Design Organization "Southern Urban Planning Centre", Limited Liability Company (OOO «NPO YuRGTs»), 39 pr. Budennovskiy, Rostov-Don, 344082, Russian Federation, 121/262A Gazetnyy per., Rostov-Don, 344000, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 37 - 44

The present-day postindustrial or information-oriented society features an ever growing role of creative and intellectual abilities. This trend facilitates transformation of the workforce, as the portion of manual labor is reduced, while the one of intellectual labor goes up. As a result, architectural placemaking has to meet the new requirements driven by the specific nature of social and physiological constituents of the headwork. The aim of the article is the identification of new challenges that the high-quality architecture has to meet in its efforts to service the intellectual labour environment. For illustrative purposes, the author has chosen research and technology parks as the most typical postindustrial facilities.
According to the author, intellectual constituents of the architectural practice represent systematic and research components. This division is the result of the analysis of research and technology parks. The author has made an attempt to identify special conditions of effective creativity in architectural practice. They include comfort, availability, information system development, calm, sociality, significance and variability.
The list of conditions and general methods of their implementation presented by the author can be used in a wide range of project goals connected with the architectural design of research and technology parks and stimulation of creative potential of the people involved.

DOI: 10.22227/1997-0935.2012.10.37 - 44

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