Published since 1923
DOI: 10.33622/0869-7019
Russian Science Citation Index (RSCI) íà ïëàòôîðìå Web of Science

Contents of issue ¹ 9 (september) 2013
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  • System Engineering Numerical: Representation Of The Quality Parameters Living And Working Environment Recursive Procedure Dive Into Levels Detailization Of Objects (Basic Mathematics And Logic)
  • UDC 69:519.71:004.8
    Andrey A. VOLKOV, Nikolay N. VODNEV
    Abstract. On the basis of system engineering construction in the article was described the original formal approach to the formulation and solution of the problem of constructing numerical representations of quality parameters living and working environment, safe and effective against Nature and Man, a satisfactory paradigm calculating IQ buildings (Building Intelligence Quotient (BIQ)). In addition, the author offers a formal statement of the problem, describes the foundations of mathematics processes, events and states, a method of constructing procedures describing the processes of technological dependency of the object.
    Keywords: system engineering, building Intelligence, Building Intelligence Quotient, building homeostat, building control, theoretical cybernetics, set theory, systems analysis, functional analysis, mathematical logic, recursive dive, design, quality parameters, construction.
  • LITERATURA
    1. Volkov A. A., Vodnev N. N. Sistemotekhnika chislennykh predstavleniy kachestvennykh parametrov sredy zhiznedeyatel'nosti: rekursivnoe pogruzhenie na urovni detalizatsii ob"ekta // Promyshlennoe i grazhdanskoe stroitel'stvo. 2013. ¹ 7. S. 29-32.
    2. Volkov A. A. Gomeostat v stroitel'stve: sistemnyy podkhod k metodologii upravleniya // Promyshlennoe i grazhdanskoe stroitel'stvo. 2003. ¹ 6. S. 68.
    3. Volkov A. A. Gomeostaticheskoe upravlenie zdaniyami // Zhilishchnoe stroitel'stvo. 2003. ¹ 4. S. 9-10.
    4. Volkov A. A. Informatsionnoe obespechenie v ramkakh kontseptsii intellektual'nogo zhilishcha // Zhilishchnoe stroitel'stvo. 2001. ¹ 8. S. 4-5.
    5. Volkov A. A. Sistemy aktivnoy bezopasnosti stroitel'nykh ob"ektov // Zhilishchnoe stroitel'stvo. 2000. ¹ 7. S. 13.
    6. Sistemotekhnika / pod red. A. A. Gusakova. M.: Fond , 2002. 768 s.
    7. Telichenko V. I. Razvitie integratsionnykh protsessov v arkhitekturno-stroitel'noy nauke i obrazovanii // Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 5. S. 19-25.
    8. Volkov A. Building Intelligence Quotient mathematical description // Applied Mechanics and Materials (Trans Tech Publications, Switzerland).V. 409-410 (2013). R. 392-395.
    9. Volkov A.A. Intellekt zdaniy. Ch. 1 // Vestnik MGSU. 2008. ¹ 4. C. 186-190.
    10. Volkov A. A. Intellekt zdaniy. Ch. 2 // Vestnik MGSU. 2009. ¹ 1. S. 213-216.
    11. Volkov A. A. Osnovy gomeostatiki zdaniy i sooruzheniy // Promyshlennoe i grazhdanskoe stroitel'stvo. 2002. ¹ 1. S. 34-35.
    12. Volkov A. A. Intellekt zdaniy: formula // Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 3. S. 54-57.
  • Research Results of Bearing Capacity of a Rod-Guy Garland and Forms of Shells on Its Base
  • UDC 624.04:624.074
    Igor K. DMITRIEV
    Abstract. Results of the test of a rod-gay module are analyzed: its low bearing capacity is revealed. The character of structure destruction as a result of chipping the wooden bricks and decreasing the tension of guy cables is shown. The ways to improve the bearing capacity of the module due to the transition to the model of the 2-hinge arch, introduction of elastic rubber connectors between bricks and also the replacement of a glass-fibre plastic ridge ring by a metal one.
    Key words: rod-guy module, bearing capacity, chipping forces, arch garland, bionics.
  • LITERATURA
    1. Dmitriev I. K. Issledovanie raboty sterzhne-vantovoy girlyandy // Promyshlennoe i grazhdanskoe stroitel'stvo. 2010. ¹ 11. S. 68-70.
    2. Dmitriev I. K., Petukhova K. G. K voprosu vozvedeniya eksperimental'nogo bol'sheproletnogo sterzhne-vantovogo kupola // Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 12. S. 18-19.
    3. Lebedev Yu. S. Arkhitektura i bionika. M. : Stroyizdat, 1977. 221 s.
    4. Arkhitekturnaya bionika / pod red. Yu. S. Lebedeva. M.: Stroyizdat, 1990. 269 s.
    5. Navoychik A. I. Obshchaya biomekhanika : teksty lektsiy. Grodno: izd-vo GrDU, 2000. 61 s.
    6. Frei Otto, Ludwig Glaeser. The work of Frei Otto. Museum of Modern Art; distributed by New York Graphic Society, Greenwich, Conn., 1972. 128 p.
    7. Frei Otto. Occupying and Connecting. Thoughts on territories and spheres of Influence with particular reference to Human Settlement. Menges Axel, 2009. 111 p.
    8. Frei Otto. Il 35, Pneu und Knochen - Pneu and Bone. Kremer Stuttgart, 1995. 256 p.
  • Joint Connections of Elements in Bearing Systems of Suspended Ventilated Facades
  • UDC 624.078:69.022.3
    Denis A. EMELAYNOV, Valentina M. TUSNINA
    Abstract. Shortcomings of suspended ventilated facades are analyzed. A new structural conception of the system of suspended ventilated facade with composite material facing is proposed. A distinguishing feature of such structure is scarf joint connections of fastening elements of facing cassettes with holes in boards for ventilation of facade.
    Key words: ventilated facades, joint connection, bracket, carriage, cassette.
  • LITERATURA
    1. Granovskiy A. V., Kiselev D. A., Aleksandriya M. G. Ankernye krepleniya: problemy ikh resheniya // Tekhnologii stroitel'stva. 2006. ¹ 6. S. 6-11.
    2. Glikin S. M., Kodysh E. N. Navesnye fasadnye sistemy s effektivnoy teploizolyatsiey i ventiliruemym vozdushnym zazorom // Promyshlennoe i grazhdanskoe stroitel'stvo. 2008. ¹ 9. S. 36-37.
    3. Kazakevich A. V. Korrozionnaya stoykost' - osnova bezopasnosti metallokonstruktsiy // Tekhnologii stroitel'stva. 2006. ¹ 7. S. 22-25.
    4. Rekomendatsii po obespecheniyu korrozionnoy stoykosti gibkikh svyazey naruzhnykh stenovykh trekhsloynykh betonnykh i zhelezobetonnykh paneley. M. : TsNIIEP zhilishcha, 1983. 44 s.
  • Structure Of Objective In The Opnimization Of Reinforced Slabs In View Structural Safety
  • UDC 624.073.4
    Ashot G. TAMRAZYAN, Ekaterina A. FILIMONOVA
    Abstract. Choice of rational decision-making structures is also dependent on the level of structural safety. Formation of the structure of the objective function that includes these requirements, can solve this problem.
    Key words: optimization, objective function, cost, reliability, risk, damage, reinforced concrete slab.
  • LITERATURA
    1. Tamrazyan A. G., Filimonova E. A. Metod poiska rezerva nesushchey sposobnosti zhelezobetonnykh plit perekrytiy // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 3. S. 23-25.
    2. Lychev A. S. Nadezhnost' stroitel'nykh konstruktsiy. M. : ASV, 2008. 184 s.
    3. Astryab V. V. Veroyatnostnye metody rascheta sharnirno-sterzhnevykh konstruktsiy : avtoref. dis. ... kand. tekhn. nauk. M., 1993. 20 s.
    4. Rekomendatsii po zashchite monolitnykh zhilykh zdaniy ot progressiruyushchego obrusheniya. M.: GUP NIATs, 2005. 44 c.
    5. SCE 7 - 02/ Minimum Design Loads for Buildings and Other Structures, 2002 edition. American Society of Civil Engineers, Reston, VA, 2002.
    6. Tamrazyan A. G. K otsenke riska chrezvychaynykh situatsiy po osnovnym priznakam ego proyavleniya na sooruzhenie // Beton i zhelezobeton. 2001. ¹ 5. S. 8-10.
    7. Pichugin S. F., Semko A. V., Makhin'ko A. V. K opredeleniyu koeffitsienta nadezhnosti po naznacheniyu s uchetom riskov v stroitel'stve // Izv. vuzov. Stroitel'stvo. 2005. ¹ 11-12. S. 104-109.
  • Study of Influence of an Organo-Mineral Additive on Operating Abilities of Fine Grained Concrete
  • UDC 666.972.16
    Evgeniya V. TKACH, Vyacheslav S. SEMENOV, Semen A. TKACH
    Abstract. The paper considers the improvement of maintenance characteristics of fine grained concretes through the use of the MGT-A complex water-repellent organo-mineral additive made of technical lignosulfonates, vat residues of synthetic fatty acids, an organic hardening accelerant and dispersed mineral additives. The additive composition was formulated, and its optimal dosage was determined with the use of mathematical methods of processing of experimental data. The influence of the developed additive on the rheological properties of cement pastes as well as on the hydro-physical, physical and mechanical properties of modified fine aggregate concrete has been studied. The use of the aforesaid additive makes it possible to obtain the fine aggregate concrete with improved maintenance properties, i.e. compressive strength of up to 65 MPa, bending strength of up to 6,82 MPa, fracture toughness value of 5,2 N/mm, fatigue strength factor of 0,06 and W16 water-tightness mark.
    Key words: organo-mineral additive, water-repellency treatment, complex water-repellent additives, fine grained concrete, strength and deformation properties, fracture toughness, fatigue strength factor, water-tightness.
  • LITERATURA
    1. Sakharov G. P. Nauchno-tekhnicheskie predposylki polucheniya ekstrudirovannogo melkozernistogo betona // Vestnik MGSU. 2011. ¹ 4. S. 483-485.
    2. Lukuttsova N. P., Matveeva E. G., Fokin D. E. Issledovanie melkozernistogo betona, modifitsirovannogo nanostrukturnoy dobavkoy // Vestnik BGTU im. V. G. Shukhova. 2010. ¹ 4. S. 6-11.
    3. Tekhnologicheskie aspekty polucheniya vysokoeffektivnykh modifitsirovannykh betonov zadannykh svoystv / E. V. Tkach, D. V. Oreshkin, V. S. Semenov, V. S. Gribova // Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 4. S. 65-67.
    4. Bazhenov Yu. M., Lukuttsova N. P., Karpikov E. G. Melkozernistyy beton, modifitsirovannyy kompleksnoy mikrodispersnoy dobavkoy // Vestnik MGSU. 2013. ¹ 2. S. 94-100.
    5. Kaprielov S. S, Sheynfel'd A. V. Vliyanie struktury tsementnogo kamnya s dobavkoy mikrokremnezema i superplastifikatora na svoystva betona // Beton i zhelezobeton. 2011. ¹ 7. C. 18.
  • Development of a Stiffness Matrix of Quadrangle Finite Element for Calculation of Membrane Systems
  • UDC 624.04:681.3
    Olga A. TUSNINA
    Abstract. Membrane systems is one of prospective ways of development of spatial structures. A stiffness matrix of the membrane element with accounting for the degree of freedom in the direction of the angle of rotation in the plane of the element has been developed. The matrix was realized with the help of the computer complex STK at the Department of Metal Structures of the Moscow State University of Civil Engineering. The test calculations have confirmed the workability of this matrix.
    Key words: stiffness matrix, membrane structure, finite element method, flat quadrangle element, angle of rotation in plane of element.
  • LITERATURA
    1. Eremeev P. G. Prostranstvennye tonkolistovye metallicheskie konstruktsii pokrytiy. M. : ASV, 2006. 560 s.
    2. Tusnin A. R., Tusnina O. A. Chislennyy raschet membrannykh konstruktsiy // Internet-vestnik VolgGASU: ser. Politematicheskaya. 2012. Vyp. 3 (23). URL: http://vestnik.vgasu.ru/ attachments/TusninTusnina-2012_3(23).pdf (data obrashcheniya: 17.06.2013).
    3. Rekomendatsii po proektirovaniyu membrannykh konstruktsiy na pryamougol'nom plane dlya rekonstruiruemykh zdaniy i sooruzheniy / TsNIISK im. V. A. Kucherenko. M., 1986. 90 s.
    4. Tusnin A. R., Tusnina O. A. Vychislitel'naya sistema «Stal'kon» dlya rascheta i proektirovaniya sterzhnevykh konstruktsiy iz tonkostennykh sterzhney otkrytogo profilya // Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 8. S. 62-64.
    5. Gallager R. Metod konechnykh elementov. Osnovy. M. : Mir, 1984. 428 s.
    6. Hooley R. F., Hibbert P. D. Bounding Plane Stress Solutions by Finite Elements. Proc. ASCE, J. Struct. Div., Feb. 1966, 92, No. ST. 1. P. 39-48.
  • Formulation of a Task of the Reliability Theory for Buildings and Structures With the System of Active Seismic Protection
  • UDC 624.046.5:699.841
    Oleg V. MKRTYCHEV, Artem A. BUNOV
    Abstract. Approaches to the solution of the problem of assessing the reliability of buildings and constructions with the system of active seismic protection are proposed. A monolithic reinforced concrete building with the use of such system in the form of rubber-steel supports is selected as an example. Basic methods of obtaining the deterministic decision are considered; laws of distribution of reference values which is reasonable to accept as random quantities are specified.
    Key words: reliability, rubber-steel supports, seismic protection, calculation of building, probabilistic methods, random quantity, random process, deterministic decision.
  • LITERATURA
    1. Rayzer V. D. Teoriya nadezhnosti sooruzheniy : nauch. izd. M. : ASV, 2010. 384 s.
    2. Mkrtychev O. V., Yur'ev R. V. Raschet konstruktsiy na seysmicheskie vozdeystviya s ispol'zovaniem sintezirovannykh akselerogramm // Promyshlennoe i grazhdanskoe stroitel'stvo. 2010. ¹ 6. S. 52-54.
    3. Ayzenberg Ya. M., Smirnov V. I., Akbiev R. T. Metodicheskie rekomendatsii po proektirovaniyu seysmoizolyatsii s primeneniem rezinometallicheskikh opor. M. : RASS, 2008. 46 s.
    4. Mkrtychev O. V. Bezopasnost' zdaniy i sooruzheniy pri seysmicheskikh i avariynykh vozdeystviyakh. M. : MGSU, 2010. 152 s.
    5. Park Y. J., Wen Y. K. and Ang A. H. Random vibration of hysteretic systems under bi-directional ground motions // Earthquake Engineering and Structural Dynamic. J. Wiley and Sons, 1986. Vol. 14. P. 543-557.
    6. Mondrus V. L., Mkrtychev O. V., Mkrtychev A. E. Veroyatnostnyy raschet bol'sheproletnogo sooruzheniya na ekspluatatsionnye nagruzki // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 3. S. 21-22.
  • Methods for Modeling the Most Unfavourable Accelerograms of Eearthquakes
  • UDC 624.042.7
    Oleg V. MKRTYCHEV, Andrey A. RESHETOV
    Abstract. Methods for modeling accelerograms of earthquakes in the form of realizations of a non-stationary random process are presented. The shaping filter method for generating the stationary part of accelerogram is considered.Technique for generating accelerograms of earthquakes with a given probability for buildings and structures with the most unfavorable spectral composition is proposed.
    Key words: earthquake, accelerogram, seismic effect, non-stationary random process, reliability theory, probabilistic methods, natural oscillations.
  • LITERATURA
    1. Bolotin V. V. Metody teorii veroyatnostey i teorii nadezhnosti v raschetakh sooruzheniy. M. : Stroyizdat, 1982. 351 s.
    2. Mkrtychev O. V., Yur'ev R. V. Raschet konstruktsiy na seysmicheskie vozdeystviya s ispol'zovaniem sintezirovannykh akselerogramm // Promyshlennoe i grazhdanskoe stroitel'stvo. 2010. ¹ 6. S. 52-54.
    3. Bakalov V. P. Tsifrovoe modelirovanie sluchaynykh protsessov. M. : MAI, 2002. 83 c.
    4. Metodika rascheta zdaniy na seysmicheskoe vozdeystvie s sistemoy seysmoizolyatsii / V. I. Smirnov, A. A. Bubis, A. A. Yun [i dr.] // Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 3. S. 17-20.
  • Presentation of Climate Information in the Form of a Specialized «Reference Year»
  • UDC 551.5
    Elena G. MALYAVINA, Dmitry S. IVANOV, Anastasiya A. FROLOVA
    Abstract. Reasonableness of the development of various "reference years" for different goals is that with increasing number of parameters involved in the "reference year" the approach of each particular parameter to its representative values for the long term period worsens. The proposed file format and sequence of information pursue continuity with the existing "reference years" developed abroad and used in existing calculation programs using the "reference year".
    Key words: grade, representative value, mean annual value, file format, additional parameter, help parameter.
  • LITERATURA
    1. Otsenochnyy doklad ob izmeneniyakh klimata i ikh posledstviyakh na territorii Rossiyskoy Federatsii. Obshchee rezyume. M.: Rosgidromet, 2008. 29 c.
    2. Gagarin V. G., Ivanov D. S., Malyavina E. G. Razrabotka klimaticheskoy informatsii v forme spetsializirovannogo // Vestnik VolgGASU. Ser. Stroitel'stvo i arkhitektura. 2013. Vyp. 31 (50). Ch. 1: . S. 343-349.
    3. Finkelstein J. M., Schafer R. E. Improved goodness-of-fit tests // Biometrika. 1971. 58 ¹(3). P. 641-645.
    4. Oko C. O. C., Ogoloma O. B. A. Generation of a tipical meteorological year for Port Harcourt zone // Journal of Engineering Science and Technology. April 2011. Vol. 6 (2). P. 204-214.
    5. Ebrahimpour A. New software for generation of typical meteorological year// Low-Energy Architecture (LEA). World Renewable Energy Congress 2011 (Sweden, 8-13 May 2011). Linktsping. P. 2049-2055.
    6. Plokker W., Evers J. E. J., Struck C., Wijsman A. J. T., Hensen J. L. M. First experience using climate scenarios for The Netherlands in building performance simulation // 11th IBPSA Building Simulation Conference (27-30 July 2009). R. 1284-1291.
    7. Comparison of methodologies for TMY generation using 20 years data for Athens Greece/A. Argiriou, S. Lykoudis, S. Kontoyiannidis [et al] // Solar Energy. 1999. Vol. 66. No. 1. P. 33-45.
    8. Kalamees T., Kurnitski J. Estonian test reference year for energy calculations. Proceedings of the Estonian Academy of Sciences // Engineering. 2006. Vol. 12. No. 1. P. 40-58.
    9. Wilcox S., Marion W. Users Manual for TMY3 Data Sets. Prepared under Task No. PVA7.6101. Technical Report NREL/TP-581-43156. April 2008 / National Renewable Energy Laboratory 1617 Cole Boulevard, Golden, Colorado 80401-3393 303-275-3000. URL: www.nrel.gov. (data obrashcheniya: 12.08.2013 g.)
  • Simulation of Fibre Emission from Mineral Wool of Suspended FaCade System with a Ventilated Interlayer
  • UDC 699.86:691.619.8
    Vladimir G. GAGARIN, Sergey V. GUVERNYUK, Kirill I. LUSHIN
    Abstract. Mathematical simulation of fibre emission from mineral wool under the action of an air flow in the ventilated air interlayer of the facade with due regard for turbulent pulsation is carried out. Experimental study for defining the amount of fibre emission is conducted. The fibre emission equation obtained makes it possible to calculate the total emission during the planned time of operation of the facade.
    Key word: fibre emission, mineral wool, force of fibre cohesion, ventilated facade, turbulent pulsation.
  • LITERATURA
    1. World health organization. International agency for research on cancer. IARC monographs on the evaluation of carcinogenic risks to humans. Man-made Vitreous Fibres. Lyon, France, 2002. Vol. 81. 418 p.
    2. Zhukov A. D., Smirnova T. V., Gudkov P. K. Izdeliya dvoynoy plotnosti v izolyatsionnoy obolochke zdaniy // Promyshlennoe i grazhdanskoe stroitel'stvo. 2013. ¹ 3. S. 23-25.
    3. Shlikhting G. Teoriya pogranichnogo sloya. M. : Nauka, 1974. 712 s.
    4. Gagarin V. G., Guvernyuk S. V. Matematicheskaya model' emissii volokon pri obduve vozdushnym potokom mineralovatnykh izdeliy i ee ispol'zovanie pri prognozirovanii dolgovechnosti uteplitelya ventiliruemogo fasada // Vestnik otdeleniya stroitel'nykh nauk RAASN. ¹ 13. M.-Orel, 2009. S. 135-142.
    5. Gagarin V. G., Kozlov V. V., Tsykanovskiy E. Yu. Raschet teplozashchity fasadov s ventiliruemym vozdushnym zazorom // AVOK. 2004. ¹ 2. S. 20-26; ¹ 3. S. 20-26.
  • Bridge-Buildings - Solution of Traffic Jam Problems in the Largest Cities
  • UDC 725.95:624.21/.8:711.7
    Tatiana R. ZABALUEVA, Arkady V. ZAHAROV, Ekaterina I. KOCHESHKOVA
    Abstract. Bridge-buildings represent a new type of constructions in the structure of a large city which can help to solve transport problems as well as to give necessary useful areas to the city under conditions of dense development. Typology of bridge-buildings is proposed; results of the analysis of possibilities of their location in the structure of Moscow are presented. The investment attractiveness aspects and economic evaluation of their use are considered.
    Key words: bridge-building, transport problems of largest cities, near trunk road territories, buildings with the transport connection, investment attractiveness.
  • LITERATURA
    1. Glazychev V. L. Urbanistika. M. : Evropa, 2008. 220 s.
    2. Kocheshkova E. I., Zabalueva T. R. Issledovanie vozmozhnostey primeneniya novykh tipov zdaniy, ispol'zuyushchikh prostranstvo nad zanyatymi territoriyami v gorodskoy zastroyke // Vestnik MGSU. 2009. ¹ 3. S. 66-70.
    3. Gradostroitel'stvo Moskvy: 90-e gody KhKh veka / pod red. A. V. Kuz'mina. M. : Moskovskie uchebniki i kartoligrafiya, 2000. 280 s.
    4. Zabalueva T. R., Kocheshkova E. I. Vozmozhnosti osvoeniya neratsional'no ispol'zuemykh gorodskikh prostranstv // Zhilishchnoe stroitel'stvo. 2011. ¹ 1. S. 10-13.
    5. Moldavskiy S. S., Zabalueva T. R. Tipologiya parkovochnykh sistem // Promyshlennoe i grazhdanskoe stroitel'stvo. 2013. ¹ 3. S. 28-29.
  • Physical Study of Architectural-Construction Aerodynamics for Sustainable Design in Construction Industry
  • UDC 533.6.071:69.001.5:711
    Olga I. PODDAEVA
    Abstract. Issues of town planning in the context of sustainable development and ecology are important for domestic design practice. Criteria of the formation of specialized physical studies of architectural-construction aerodynamics are considered. Ways of development, forms of organization and the functional base of sustainable design in construction industry are defined.
    Key words: sustainable development, wind engineering, architectural-construction aerodynamics, aeration, wind loads, wind tunnel.
  • LITERATURA
    1. Fifty Years of Wind Engineering: Prestige Lectures from the Sixth European and African Conference on Wind Engineering - EACWE-2013. Editors: C. J. Baker, D. M. Hargreaves, J. S. Owen and M. Sterling. IAWE. Cambridge, UK, 2013.
    2. Retter E. I. Arkhitekturno-stroitel'naya aerodinamika. M. : Stroyizdat, 1984. 296 s.
    3. Ekologicheskiy audit territorii : posobie dlya investora / pod. red. A. S. Kurbatovoy. M. : BeArt Print, 2008. 74 s.
    4. Egorychev O. O., Dunichkin I. V. Voprosy prognozirovaniya mikroklimata gorodskoy sredy dlya otsenki vetroenergeticheskogo potentsiala zastroyki // Vestnik MGSU. 2013. ¹ 6. S. 123-131.
    5. Serov G. N. Ekologicheskiy audit. Kontseptual'nye i organizatsionno-pravovye osnovy. M. : Ekzamen, 2011. 560 s.
    6. Poddaeva O. I., Dunichkin I. V., Prokhorova T. V. Vliyanie prostranstvennoy organizatsii rekonstruiruemoy zhiloy zastroyki na vetroenergeticheskiy potentsial sredy // Vestnik MGSU. 2013. ¹ 2. S. 157-165.
    7. Poddaeva O. I., Dunichkin I. V., Kochanov O. A. Osnovnye podkhody k issledovaniyu vozobnovlyaemykh istochnikov energii kak energeticheskogo potentsiala territoriy i zastroyki // Vestnik MGSU. 2012. ¹ 10. S. 221-228.
    8. Dunichkin I. V., Volodina A. V. Ekologicheskaya regeneratsiya zastroyki istoricheskoy sredy // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 3. C. 48-50.
    9. Ustoychivoe proektirovanie na osnove eksperimental'nykh issledovaniy arkhitekturno-stroitel'noy aerodinamiki i aeroakustiki / O. I. Poddaeva, G. V. Orekhov, I. V. Dunichkin, O. A. Kochanov // Integratsiya, partnerstvo i innovatsii v stroitel'noy nauke i obrazovanii : mezhdunar. molodezhnaya konf. (MGSU, 2012 g.). M. S. 133-137.
  • Influence of Aerodynamic Parameters of High-Rise Development on Microclimate and Aeration of Urban Environment
  • UDC 533.6.071:69.001.5:711.6
    Ilia V. DUNICHKIN, Dmitry A. ZHUKOV, Aleksey A. ZOLOTAREV
    Abstract. The study of the microclimate around the high-rise development in Moscow has been conducted on the basis of numerical modeling and physical tests in the wind tunnel. A design experiment has been carried out; methods of the forecast of microclimatic conditions for urban environment and assessment of aeration of the territory and aerodynamics of the development have been verified.
    Key words: high-rise development, wind power, architectural and construction aerodynamics, aeration and microclimate of urban environment.
  • LITERATURA
    1. Chernavskaya M. M., Ionova L. Yu., Kovalenko L. G. Prirodno-klimaticheskie usloviya i vneshnyaya sreda bol'shogo goroda : obzor. inform. Vyp. 1. M. : GosINTI, 1979. S. 30.
    2. Gorod, arkhitektura, chelovek i klimat / M. S. Myagkov, Yu. D. Gubernskiy, L. I. Konova, V. K. Litskevich; [pod red. M. S. Myagkova]. M. : Arkhitektura-S, 2006. S. 77-80.
    3. Retter E. I., Strizhenov S. I. Aerodinamika zdaniy. M. : Stroyizdat, 1968. C. 54.
    4. Poddaeva O. I., Dunichkin I. V., Prokhorova T. V. Vliyanie prostranstvennoy organizatsii rekonstruiruemoy zhiloy zastroyki na vetroenergeticheskiy potentsial sredy // Vestnik MGSU. 2013. ¹ 2. S. 157-165.
    5. Poddaeva O. I. Osnovnye zakonomernosti raspredeleniya zon razmeshcheniya vetroenergeticheskikh ustanovok v zastroyke po rezul'tatam analiza klimata i fizicheskogo modelirovaniya // Nauchno-tekhnicheskiy vestnik Povolzh'ya. 2013. ¹ 3. S. 225-228.
    6. Poddaeva O. I., Dunichkin I. V., Kochanov O. A. Osnovnye podkhody k issledovaniyu vozobnovlyaemykh istochnikov energii kak energeticheskogo potentsiala territoriy i zastroyki // Vestnik MGSU. 2012. ¹ 10. S. 221-228.
    7. Dunichkin, I. V., Kruglikov E. V. Analiz peshekhodnykh kommunikatsiy mnogofunktsional'nykh kompleksov // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 9. S. 46-48.
  • Features of Classification and Components of Geotechnical Risk in Construction
  • UDC 624.131.1.001.33
    Dmitry Yu. CHUNYUK
    Abstract. Issues of the risk management in geotechnical construction are covered. The author classification of risks at all stages of construction and dividing them into six interrelated components are proposed. The use of classification and components of geotechnical risk proposed, identification and risk mapping make it possible to qualitatively and quantitatively assess the relevant components acceptability and non-acceptability of each of them using methods of expert evaluations as well as to create the risk management plan at the given stage of construction.
    Key words: geotechnical risk, risk classification, risk management, geotechnical construction, components of geotechnical risk.
  • LITERATURA
    1. Chunyuk D. Yu. Strategiya upravleniya geotekhnicheskim riskom // Vestnik MGSU. 2011. ¹ 5. S. 151-155.
    2. Chunyuk D. Yu. Snizhenie geotekhnicheskikh riskov pri ustroystve glubokikh kotlovanov v stesnennykh gorodskikh usloviyakh s pomoshch'yu metodov nechislovoy statistiki// Sb. tr. mezhd. nauch.-prakt. konf. «Aktual'nye problemy proektirovaniya i vozvedeniya zdaniy i sooruzheniy s uchetom energosberegayushchikh tekhnologiy i sovremennykh metodov stroitel'stva». Penza : PGUAS, 2011. S. 270-274.
    3. Brandl' Kh. Rol' inzhenera-stroitelya i geotekhnika v sovremennom obshchestve. Eticheskie i filosofskie aspekty. Problemy i rekomendatsii // Razvitie gorodov i geotekhnicheskoe stroitel'stvo. 2006. ¹ 10. S. 17-46.
    4. Serova E. A., Chunyuk D. Yu. Kachestvennyy analiz sostavlyayushchikh geotekhnicheskogo riska pri stroitel'stve podzemnykh i zaglublennykh sooruzheniy//Vestnik MGSU. 2010. T. 4. ¹ 4. S. 136-144.
  • Development of Regional Housing Construction on the Basis of Modeling and Optimizing Organizational and Technical Solutions in the Field of Energy and Resource Saving in Construction
  • UDC 69.003:658.011.8:728.1
    Elena A. GUSAKOVA, Alevtina M. KRYGINA
    Abstract. The paradigm of real estate reproduction on the basis of innovation and technological development of the region in the course of reconstruction, modernization and capital construction is considered. With the growth of the size of projects, the public production including the enterprises of construction industry should take over ensuring the necessary quality of the environment. It is necessary to form a paradigm of real estate reproduction, residential in the first place, on the basis of ecologization, energy and resource saving technologies as well as innovative-technological development in the course of reconstruction, modernization and capital construction. The qualitative growth of resource efficiency, organization and technology of construction can be ensured only with systematic and purposeful introduction of innovations aimed at energy and resource saving. For this purpose the organizational model of expanded reproduction of residential property which is based on the regional innovative potential and development of competitive territorial-reproduction economic systems in respect to the construction industry is proposed.
    Key words: region innovative potential, "green" construction technologies, energy and resource saving in construction.
  • LITERATURA
    1. Grigor'ev V. A., Ogorodnikov I. A. Ekologizatsiya gorodov v mire, Rossii, Sibiri : analit. obzor / GPNTB SO RAN. Novosibirsk, 2001. 143 s.
    2. Telichenko V. I. Ot ekologicheskogo i «zelenogo» stroitel'stva - k ekologicheskoy bezopasnosti stroitel'stva // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 2. S. 47-51.
    3. Korol' E. A. Aktual'nye voprosy energoeffektivnosti zdaniy i sooruzheniy, puti ikh resheniya // Vestnik MGSU. 2009. ¹ 3. S. 5.
    4. Shchukin A. Zhizn' po «zelenomu» kodu // Ekspert. 2012. ¹ 13 (796). S. 30-36.
    5. URL: http://expert.ru/expert/2012/13/zhizn-po-zelenomu-kodu/ ?n=66995 (data obrashcheniya: 10.11.2012).
    6. URL: http://www.know-house.ru/ avtor/energoeffecthouse2007.html (data obrashcheniya: 6.05.2010).
    7. Tabunshchikov Yu. A., Brodach M. M. Energeticheski passivnyy mnogoetazhnyy zhiloy dom // AVOK. 2013. ¹ 1. S. 14-24.
    8. URL: http://www.50001.pro/news/technology/1574/ (data obrashcheniya: 01.08.2012).
    9. Dmitriev A. N. Snizhenie energoemkosti v stroitel'noy otrasli i sovershenstvovanie proektov dlya massovogo stroitel'stva v Moskve // Promyshlennoe i grazhdanskoe stroitel'stvo. 2013. ¹ 7. S. 47-50.
  • Research in Distribution of Pores and Comparison of Porosity of Materials by Computational and Experimental Methods
  • UDC 699.86:691-405.8
    Vladimir G. KULIKOV, Pavel B. KAGAN, Evgeny S. GAEVETS
    Abstract. Results of the practical study of porosity nature of samples of a composite porous material - foam concrete - are presented. Characteristics of samples studied have been defined by calculation and by the method of mercury intrusion porosimetry with the use of the porosity analyzer "PoreMaster GT". The analysis of results obtained shows that the portion of total volume of pores in cement stone is 0,1-0,3 % of the foam concrete total volume, it changes due to the cement hydration and practically does not influence on heat conductivity transmitted with radiation and mass transfer in cement stone.
    Key words: heat insulating materials, mercury intrusion porosimetry, porosity nature, heat conductivity of porous materials.
  • LITERATURA
    1. Gusev B. V., Kulikov V. G. Fizicheskie osnovy upravleniya strukturoy penomaterialov // Promyshlennoe i grazhdanskoe stroitel'stvo. 2008. No 12. S. 45-46.
    2. Washburn Edward W. The Dynamics of Capillary Flow // Physical Review. 1921. ¹ 17 (3). R. 273.
  • Metrological Problems of Realizing Specified Requirements for Dynamic Surveys of Buildings and Structures
  • UDC 539.3:624.04(083.75)
    Mikhail S. HLYSTUNOV
    Abstract. A comparative analysis of normative, metrological and mathematical requirements to the reliability of results of surveys of buildings and structures dynamic characteristics is made. The methodical problem of violating the criteria of metrological reliability and mathematical sufficiency of dynamic survey data is considered. The typical scheme of forming measurable vector fields of dynamic loads and dynamic reaction of buildings is analyzed. An assessment of the influence of phase coincidence violation on the reliability of restoration of the true direction of the fluctuation vector is made. The violation of phase coincidence is illustrated with manifestations of the false evolution of directions of the fluctuation vector in the space.
    Key words: inspection of buildings, dynamic characteristics, metrological reliability, normative documentation, self-induced vibrations, fluctuation vector.
  • LITERATURA
    1. Khlystunov M. S., Mogilyuk Zh. G. Issledovaniya i komp'yuternoe modelirovanie lokal'nykh geotekhnicheskikh riskov pri neravnomernom vibroseysmicheskom vozbuzhdenii osnovaniy promzon i rayonov massovoy zastroyki megapolisov // II Nauch.-tekhn. konf. «Nauchno-innovatsionnoe sotrudnichestvo Minobrazovaniya i FSSS RF» : sb. nauch. tr. M. : MGSU, 2003. S. 32-36.
    2. Khlystunov M. S. Prikladnaya dinamicheskaya teoriya uprugosti i matematicheskoe modelirovanie dinamicheskikh nagruzok v sistemakh tipa «ob"ekt-osnovanie» // Sb. dokladov nauch.-prakt. konf. «Gorodskoy stroitel'nyy kompleks i bezopasnost' zhizneobespecheniya grazhdan». M. : MGSU, 2005. Ch. 1. S. 261-267.
    3. Khlystunov M. S. Teoriya modal'nogo analiza intensivnosti vibroseysm v osnovaniyakh promzon i rayonov massovoy zastroyki // Eksperimental'naya mekhanika i raschet sooruzheniy. Kostinskie chteniya : sb. tr. M. : MGSU, 2004. S. 23-29.
    4. Telichenko V. I., Khlystunov M. S. Teoriya modal'nogo analiza mikroseysmicheskikh protsessov i modelirovanie geodeformatsionnykh protsessov v osnovaniyakh // Vestnik otdeleniya stroitel'nykh nauk RAASN. T. 1. Moskva-Ivanovo, 2010. S. 178-182.
    5. Khlystunov M. S., Poduval'tsev V. V., Mogilyuk Zh. G. Metrologicheskiy analiz spektral'nykh «fantomov» tsifrovykh tekhnologiy // Sb. tr. XII Vseros. nauch.-tekhn. konf. «Sostoyanie i problemy izmereniy». M. : MGTU im. N. E. Baumana, 2013. S. 111-115.
    6. Khlystunov M. S., Mogilyuk Zh. G. Vibrodozimetricheskiy metod monitoringa i prognoza evolyutsii ostatochnogo resursa na baze vibrodozimetricheskoy stantsii SVD-60 // Tr. Mezhd. konf. «PAZIS», 9-10 iyunya 2009 g. M. : WELD. S. 29-35.
    7. Poduval'tsev V. V. O metrologicheskoy ekspertize i naibolee nasushchnykh problemakh metrologicheskogo obespecheniya // Nauka i obrazovanie: elektron. nauch.-tekhn. izd. 2012. Vyp. 2. URL: http://technomag.edu.ru/ doc/327076.html. (data obrashcheniya: 02.02.2012).
    8. Kiselev M. I., Poduval'tsev V. V., Khlystunov M. S. Problemy metrologicheskogo obespecheniya ob"ektov tekhnosfery, stroitel'noy nauki i praktiki // Nauka i obrazovanie: elektr. nauch.-tekhn. izd. 2011. Vyp. 11. URL http://technomag.edu.ru/ doc/252086.html. (data obrashcheniya: 11.11.2011).
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  • DalNIIS Scientific Support for Construction of Unique Objects of APEC Summit
  • UDC 69.001.5(571.6)
    Svetlana V. VAVRENYUK
    Abstract. Within the frame of preparation for the APEC summit DalNIIS RAACS executed the scientific support for construction of unique objects (two cable-stayed bridges, the Far Eastern Federal University, international airport, reconstruction of Federal highway M 60 and others). The town-planning substantiations of location of the business centre of the summit and its transport service scheme has been made.
    Key words: scientific support, unique objects, cable-stayed bridge, international airport, reconstruction of federal highway, business centre of summit, town planning substantiation.
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  • Design of Refrigeration Centres with Cold Accumulators
  • UDC 697.975
    Aleksandr L. NAUMOV, Vladimir V. EFREMOV
    Abstract. The calculation of an optimum capacity of a refrigeration machine and capacity of cold accumulators with the "water/ice" phase transfer for the use in air-conditioning systems are presented. The use of such accumulators makes it possible to reduce the capacity of cooling machines and shorten seasonal and daily peak loads on power supply sources.
    Key words: cooling system, cold accumulator, capacity calculation.
  • LITERATURA
    1. Naumov A. L., Serov S. F., Efremov V. V. Effektivnost' akkumulyatorov kholoda v sistemakh konditsionirovaniya vozdukha // Promyshlennoe i grazhdanskoe stroitel'stvo. 2010. ¹ 12. S. 64-66.
    2. Naumov A. L., Kapko D. V. Rezul'taty eksperimental'nykh issledovaniy sistemy lokal'nogo konditsionirovaniya vozdukha v administrativnykh zdaniyakh // Promyshlennoe i grazhdanskoe stroitel'stvo. 2013. ¹ 4. S. 17-19.
    3. Osnovnye napravleniya povysheniya energoeffektivnosti sistem ventilyatsii i konditsionirovaniya vozdukha / A. L. Naumov, D. V. Kapko, V. V. Efremov, A. O. Budza // Promyshlennoe i grazhdanskoe stroitel'stvo. 2013. ¹ 6. S. 56-59.
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  • Experience in Preparation of a Multimedia Training Course on Building Structures Using Visual Graphical Languages Dragon and Graf
  • UDC 37.026.3/.4
    Dmitry A. BECKER
    Abstract. Methods of the development of multimedia course of practical training in discipline "Wood and Plastic Structures" with the use of graphical languages Dragon and Graf are briefly described. Technical capabilities, features and limits of using graphical scheme-languages for multimedia training courses on building disciplines are analyzed. Educational and methodical materials with the help of recommended graphics languages make it possible to achieve a high degree of the unity of text and graphic parts of the training course of tutorial disciplines.
    Key words: multimedia training course, graphical languages Dragon and Graf, dioscene.
  • LITERATURA:
    1. Parondzhanov V. D. Druzhelyubnye algoritmy, ponyatnye kazhdomu. M. : DMK Press, 2010. 464 s.
    2. Parondzhanov V. D. Pochemu mudrets pokhozh na obez'yanu. M. : RIPOL klassik, 2007. 1152 s.
    3. URL: http://forum.oberoncore.ru (data obrashcheniya: 10.07.2013).
  • Management of Production and Delivery of Product and Structure Sets by Construction Industry Enterprises
  • UDC 69.05:658.512.4/.6.001.57
    Anatoly Z. EFIMENKO, Anton S. PILIPENKO
    Abstract. Issues of the enhancement of operation efficiency of new organization forms of construction industry (large joint-stock companies, corporations, holding companies) with due regard for correspondence of their capacity to the demand of construction are considered. The economic-mathematical model minimizing current costs and losses due to the short shipment of product sets to construction sites with due regard for ties of production and management is presented.
    Key words: management of production, delivery of product sets, building industry, demand, power, balance, objective function.
  • LITERATURA
    1. Novoselov V. A. Analiz domostroitel'nykh sistem i vozmozhnosti ikh sovershenstvovaniya // Promyshlennoe i grazhdanskoe stroitel'stvo. 2013. ¹ 7. S. 69-71.
    2. Efimenko A. Z. Upravlenie predpriyatiyami stroyindustrii na osnove informatsionnykh tekhnologiy : monografiya. M. : ASV, 2009. 303 s.
    3. Efimenko A. Z. Razvitie i vyyavlenie rezervov moshchnosti predpriyatiy stroyindustrii : monografiya. M. : MGSU, 2012. 197 s.
    4. Meskon M. Kh., Al'bert M., Khedouri F. Osnovy menedzhmenta / per. s angl. M. : Vil'yams, 2009. 672 s.
    5. Nikolaev S. V. Modernizatsiya bazy krupnopanel'nogo domostroeniya - lokomotiv stroitel'stva sotsial'nogo zhil'ya // Zhilishchnoe stroitel'stvo. 2011. ¹ 3. S. 3-7.
  •  
  • The Use of Methods of Geoinformation Analysis for Assessment of Expenses on Development of Engineering and Social Infrastructure
  • UDC 711.58(47-25).001.36
    Sergey V. ARGUNOV, Yulia V. KOGAN
    Abstract. Basic propositions of the methodology of calculation of enlarged indexes of investments necessary for engineering support of districts of complex reconstruction are presented. It is established, that these indexes calculated for individual districts are higher by 7-15% than analogue indexes defined for groups of adjoining neighbourhoods. Methods of the geoinformation analysis are necessary for determining priorities, developing plans of complex reconstruction and renovating districts of development.
    Key words: geoinformation analysis, engineering support, enlarged index of investments, differentiation of expenses according to types of engineering support.
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  • Solution of Geomechanic Tasks by Means of Physical Modeling in the Course of Construction of St. Petersburg Subway
  • UDC 624.19.05
    Yuri S. FROLOV, Alexander N. KONKOV, Andrey A. LARIONOV
    Abstract. Principles of simulating the static operation of underground structures by the method of equivalent materials and the range of tasks which can be solved using this method are expounded. Examples of study with the use of models of the stressed-strained state of underground structures of St. Petersburg subway, their results and practical importance are presented.
    Key words: subway underground structures, modeling, equivalent materials, research in stressed-strained state.
  • LITERATURA
    1. Modelirovanie v geomekhanike / F. P. Glushikhin, G. I. Kuznetsov, M. F. Shklyarskiy [i dr.]. M. : Nedra, 1991. 240 s.
    2. Frolov Yu. S. Osobennosti deformirovaniya sbornykh zhelezobetonnykh obdelok tonneley metropolitena bez svyazey rastyazheniya v stykakh // Metroinvest. 2006. ¹ 1. S. 10-14.
    3. Kon'kov A. N., Frolov Yu. S. Dvukh"yarusnaya ob"edinennaya peresadochnaya stantsiya metropolitena glubokogo zalozheniya. M. : Tsentr "TIMR", 1997. 44 s.
    4. Otsenka deformirovannogo sostoyaniya obdelki eskalatornogo tonnelya stantsii metro "Admiralteyskaya" / Yu. S. Frolov, A. N. Kon'kov, V. N. Kavkazskiy, A. Yu. Starkov // Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 6. S. 18-20.
  • Experimental Study of Bond Behavior Between FRP Rebars with Flat Winding and Concrete
  • UDC 539.3:691.87:691.175-419.8:678.067.5
    Andrey V. BENIN, Sergey G. SEMENOV
    Abstract. Experimental studies of bond behavior FRP rebars with flat winding and concrete and also the comparative analysis of data obtained and results of domestic and foreign researchers who studied the bond of other types of reinforcement with concrete were conducted. It is established, that FRP rebars with flat winding has better bond characteristics in comparison with steel and FRP rebars with different riffling.
    Key words: FRP rebars, flat winding, pull-out test, bond of rebar and concrete.
  • LITERATURA
    1. ACI Committee 440. State-of-the-Art Report on Fiber Reinforced Plastic (FRP) Reinforcement for Concrete Structures. American Concrete Institute. Detroit, Michigan, 1996. 68 p.
    2. Franke L. Behavior and Design of High-Quality Glass-Fiber Composite Rods as Reinforcement for Prestressed Concrete Members. Report, International Symposium. CP/Ricem/i Bk, Prague, 1981. 52 p.
    3. Cosenza E., Manfredi G., Realfonzo R. Behaviour and modeling of bond of FRP rebars to concrete // Journal of Composites for Construction. 1997. ? 1(2). P. 40-51.
    4. Experimental study of bond behaviour between concrete and FRP bars using a pull-out test / M. Baena, L. Torres, A. Turon, C. Barris. Composites. Part B. 40, 2009. P. 784-797.
    5. Katz A., Berman N., Bank L. C. Effect of high temperature on bond strength of FRP rebars // Journal of Composites for Construction. 1999. ? 3(2). P. 73-81.
    6. Effect of cyclic loading in bond behavior of GFRP rods embedded in concrete beams / C. E. Bakis , S. U. Al-Dulaijan , A. Nanni , T. E. Boothby, M. M. Al Zahrani // Journal Composite Tech. Res., 20(1), 29-37, 1998.
    7. Alves J., El-Ragaby A., El-Salakawy E. Durability of GFRP Bars' Bond to Concrete under Different Loading and Environmental Conditions // Journal of Composites for Construction. 2011. ? 15(3). P. 249-262.
    8. ISO 10406-1. Fibre-reinforced polymer (FRP) reinforcement of concrete - Test methods. Part 1: FRP bars and grids, 2008.
    9. RILEM Recommendations for the Testing and Use of Constructions Materials, 1994. 618 p.
    10. Stseplenie polimerkompozitnoy armatury s tsementnym betonom / V. G. Khozin, A. A. Piskunov, A. R. Gizdatullin, A. N. Kuklin // Izvestiya KGASU. 2013. ¹ 1 (23). S. 214-220.
    11. Klimov Yu. A., Soldatchenko O. S., Oreshkin D. A. Eksperimental'nye issledovaniya stsepleniya kompozitnoy nemetallicheskoy armatury s betonom [Elektronnyy resurs] // URL: http://www.frp-rebar.com/ frp-rebar_test_adhesion_concrete.html (data obrashcheniya: 20.08.2013).
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  • Training and Re-training of Specialists in the Field of Eurocodes at the Moscow State University of Civil Engineering
  • UDC 69(083.75):37.018.4
    Olga B. LYAPIDEVSKAYA
    Abstract. A review of activity of the Moscow State University of Civil Engineering (MSUCE) aimed at development and introduction of the European Building Standards into the system of education and scientific research is presented. There is information on seminars, master-classes and conferences with participation of foreign experts held at MSUCE.
    Key words: Eurocode, actualization of building normative documents, lecturer-experts, training and re-training of specialists.