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

Contents of issue ¹ 7 (july) 2012

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  • Results of the Work of the Building Complex of the Moscow Region
  • Prigarin S. A.
  • On the Complex of Measures on Power Saving and Increase of energy Efficiency on the Moscow Region's Territory
  • Zhdanov S. M.
  • Low-Rise Construction on the Moscow Region's Territory
  • Dzichkovskaya L. Ya.
  • Execution of Control and Supervision in the Field of Shear Construction of Apartment Houses and Other Real Estate Objects on the Moscow Region's Territory
  • Chugunov A. A.
  • The State Expertise is an Efficient Tool of Control of the Quality of Design Documentation forthe Building Complex of the Moscow Region
  • Goryachev I. E.
  • «To Build Quickly and Qualitatively, it is Necessary to Remove the «Plugs», Which Hinder the Movement Forward»
  • Kasumov A. Kh.
  • On Reduction of Administrative Barriers in the Design and Construction of Gas Distribution Systems and Simplification of the Process of Gasification of Settlements
  • Maslova N. P.
  • «Let’s Prepare New Personnel»
  • Ibragimova G. P.
  • Great House-Warming: Provision of Citizens Discharged from Military Service with Housing
  • Vinnichenko M. I.
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  • To the Anniversary Since the Birth of V. N. Baykov - the Scientist and the Teacher
  • Golovin N. G.
  • On the Calculation of Reinforced Concrete Elements with Due Regard for Creep and Aging onthe Basis of Rheological Model of Concrete
  • Ashot G. TAMRAZYAN
    Abstract. The stressed-strained state of reinforced concrete structures changes invariably with the lapse of time because of creep and aging of concrete. These changes directly depend on the creep rate and also regularities of change of the module of concrete deformation.
    The essential difference of integral-differential equations obtained and well-known classical equations of nonlinear creep is shown.
    Key words: viscous-elastic model, limit of elasticity and plasticity, creep and aging, influence of age of concrete.
  • LITERATURA
    1. Berg O. Ya. Fizicheskie osnovy teorii prochnosti betona i zhelezobetona. M. : Stroyzdat, 1961. 96 s.
    2. Arutyunyan N. Kh. Nekotorye voprosy teorii polzuchesti. M. : Gostekhizdat, 1952. 324 s.
    3. Aleksandrovskiy S. V. Raschet betonnykh i zhelezobetonnykh konstruktsiy na izmenenie temperatury i vlazhnosti s uchetom polzuchesti. M. : Stroyizdat, 1973. 432 s.
    4. Tamrazyan A. G., Khetagurov A. T., Esayan S. G. Raschet stareyushchikh vyazkouprugikh tel modelirovaniem ikh reologicheskikh kharakteristik // Seysmostoykoe stroitel'stvo i bezopasnost' sooruzheniy. 2002. ¹ 2. S. 34-37.
  • Calculation of Compressed Reinforced Concrete Elements with Shear Mesh Reinforcement forStrength and Deformation
  • Boris S. RASTORGUEV, Suleman D. VANUS
    Abstract. The theory of deformation of compressed reinforced concrete elements with shear mesh reinforcement, volumetric-stressed state and methods of obtaining the diagrams of concrete deformation, behavior of longitudinal and shear reinforcements in the plastic stage are expounded. The P. P. Balandina - G.A. Geniyev's strength criterion adopted as a result of comparison of various criteria of concrete strength is used for the theoretical evaluation of the bearing capacity of reinforced concrete elements in the course of triaxial compression.
    Key words: mesh shear reinforcement, volumetric-stressed state of concrete with shear reinforcement, criterion of strength.
  • LITERATURA
    1. Chistyakov E. A., Bakirov K. K. Prochnost' i deformatsii szhatykh elementov s kosvennym armirovaniem // Novoe o prochnosti zhelezobetona. M. : Stroyizdat, 1977. S. 47-60.
    2. Rastorguev B. S., Vanus D. S. Raschet zhelezobetonnykh elementov s poperechnym setchatym armirovaniem // Promyshlennoe i grazhdanskoe stroitel'stvo. 2009. ¹ 10. S. 53-54.
    3. Geniev G. A., Kissyuk V. N., Tyupin G. A. Teoriya plastichnosti betona i zhelezobetona. M. : Stroyizdat, 1974. 316 s.
    4. Karpenko N. I. Obshchie modeli mekhaniki zhelezobetona. M. : Stroyizdat, 1996. 416 s.
    5. CP 52.101-2003. Betonnye i zhelezobetonnye konstruktsii bez predvaritel'nogo napryazheniya armatury.
    6. Trekin N. N. Nesushchaya sposobnost' kolonn, armirovannykh vysokoprochnoy stal'yu, pri dinamicheskom vozdeystvii : dis. : kand. tekhn. nauk. M., 1987. 150 s.
  • On the Influence of Decrease in Rigidity of Reinforced Concrete Floor Slabs on Bearing Capacity under the Sustained Load
  • Ashot G. TAMRAZYAN, Ekaterina A. FILIMONOVA
    Abstract. The influence of a decrease in rigidity on occurrence of cracks and cracks themselves on operation of monolithic reinforced concrete structures is considered. It is shown that in the course of an increase in load or in duration of its action in a slab, working in a stage 1, the plasticity increases in the compressed zone of section. igidities of the section for all stages of the slab operation under sustained load are defined.
    Key words: bearing capacity of slabs, sustained load, formation of cracks, decrease in rigidity.
  • LITERATURA
    1. SNiP 2.03.01-84*. Betonnye i zhelezobetonnye konstruktsii.
    2. Isaykin A. Ya., Marinin V. M. Naibolee veroyatnaya skhema razrusheniya plit // Beton i zhelezobeton. 2000. ¹ 3. S. 29-31.
    3. Aleksandrovskiy S. V. Raschet betonnykh i zhelezobetonnykh konstruktsiy na izmenenie temperatury i vlazhnosti s uchetom polzuchesti. M. : Stroyizdat, 1973. 432 s.
    4. Bondarenko V. M. Nekotorye voprosy nelineynoy teorii zhelezobetona. Khar'kov, 1968. 324 s.
    5. Tamrazyan A. G. Raschet zhelezobetonnykh konstruktsiy na osnove strukturno-reologicheskoy modeli deformirovaniya betona / 1-ya Vseros. konf. po problemam betona i zhelezobetona (9-14 sent. 2001 g.). S. 793-798.
    6. Szechinski M. Analysis of the stiffness of the cross-section of the reinforced concrete members under the sustained loads. Reserch metodology of concrete structures. Wroclaw, 1996. Pp. 49-60.
  • Calculation of Bearing Structures of Buildings with Due Regard for History of Construction and Stage-by-Stage Change of Key Parameters of Computational Model
  • Oleg V. KABANTSEV, Aleksey V. KARLIN
    Abstract. Fundamentals of the design prediction of the stressed-strained state of bearing structures on the basis of stage-by-stage accounting of changes of geometry, rigidity characteristics, loading and deformation of the computational model are stated. A comparative analysis of the calculation results is presented.
    Key words: bearing structures of building, stressed-strained state, design prediction, computational model.
  • LITERATURA
    1. Tekhnicheskiy reglament o bezopasnosti zdaniy i sooruzheniy: federal'nyy zakon ot 30.12.2009 g. ¹ 384.
    2. Perel'muter A. V., Slivker V. I. Raschetnye modeli sooruzheniy i vozmozhnost' ikh analiza. M.: SCAD Soft, ASV, DMK Press, 2011. 709 s.
    3. Integrirovannaya sistema dlya rascheta i proektirovaniya nesushchikh konstruktsiy zdaniy i sooruzheniy SCAD Office: novaya versiya, novye vozmozhnosti / A. V. Perel'muter, E. Z. Kriksunov, V. S. Karpilovskiy, A. A. Malyarenko // Promyshlennoe i grazhdanskoe stroitel'stvo. 2009. ¹ 2. S. 51-52.
    4. Kabantsev O. V. Nekotorye voprosy metodiki normirovaniya raschetov zhelezobetonnykh konstruktsiy vysotnykh zdaniy // Mezhregional'naya obshchestvennaya organizatsiya «Sodeystvie razvitiyu i primeneniyu prostranstvennykh konstruktsiy v stroitel'stve»: tez. dokl. nauch. sessii. M., 2009. S. 36-39.
    5. Kabantsev O. V., Karlin A. V. Raschetnyy prognoz napryazhenno-deformirovannogo sostoyaniya nesushchikh konstruktsiy s tekhnologiey poetapnogo izmeneniya osnovnykh parametrov raschetnoy modeli // Zhelezobetonnye konstruktsii: issledovaniya, proektirovanie, metodika prepodavaniya: sb. dokl. Mezhdunar. nauch.-prakt. konf., posvyashchennoy 100-letiyu so dnya rozhdeniya V. N. Baykova. M. : MGSU, 2012. S. 112-122.
    6. Tekhnologiya raschetnogo prognoza napryazhenno-deformirovannogo sostoyaniya konstruktsiy s uchetom istorii vozvedeniya, nagruzheniya i deformirovaniya /O. V. Kabantsev, V. S. Karpilovskiy, E. Z. Kriksunov, A. V. Perel'muter // International Journal for Computational Civil and Structural Engineering. Vol. 7. ISSUE 3, 2011. Rp. 110-117.
    7. Kabantsev O. V. Verifikatsiya raschetnoy tekhnologii «Montazh» programmnogo kompleksa // International Journal for Computational Civil and Structural Engineering. Vol. 7. ISSUE 3, 2011. Rp. 103-109.
  • Problems of Application of Eurocodes in Russia
  • Vladlen O. ALMAZOV
    Abstract. Transition of Russia to the Eurocodes is a necessary condition of development of turn-over in the field of domestic construction. This transition brings new methods of designing and also improves the culture of designing and construction. At the same time it is necessary to keep in mind that in some matters the domestic construction science has left behind the level offered by the Eurocodes long time ago. Harmonization of domestic and international standards will demand for several years of laborious scientific work aimed at smoothing the contradictions and ensuring economic and safe designing.
    Key words: Eurocodes, harmonization of domestic and international standards, principles of design, truss analogue.
  • LITERATURA
    1. Almazov V. O. Proektirovanie zhelezobetonnykh konstruktsiy po Evrokodam. M. : ASV, 2007, 2011. 217 s.
    2. Almazov V. O. Garmonizatsiya stroitel'nykh norm: neobkhodimost' i vozmozhnosti // Promyshlennoe i grazhdanskoe stroitel'stvo. 2007. ¹ 1. S. 51-54.
    3. Vyderzhki iz Stroitel'nykh kodov : per. s angl. / pod red. V. O. Almazova. M. : MGSU, 2011. 719 c.
    4. Eurocode 2: Design of Soncrete Structures - Part 1.1: General Rules and Rules for buildings. CEN, April 2003. R. 224.
  • Influence of Length of Piles on Load Distribution at Box Modeling of Foundation Strengthening
  • Andrey A. KABANOV, Pavel A. KRAVCHENKO
    Abstract. Problems of the reconstruction of buildings become more and more topical with each year. Strengthening of foundation of structures using the piles is widely applied in St. Petersburg. Issues related to the load distribution in foundations being strengthened are considered. Results of the box experiments characterizing the influence of the length of piles on the load distribution are presented.
    Key words: strengthening of foundations, strengthening piles, load distribution at strengthening, contact pressure, box modeling.
  • LITERATURA
    1. SP 22.13330.2011 «SNiP 2.02.01-83*. Osnovaniya zdaniy i sooruzheniy».
    2. SP 24.13330.2011 «SNiP 2.02.03-85. Svaynye fundamenty».
    3. Shemenkov Yu. M., Glazachev A. O. Issledovanie vzaimodeystviya bokovoy poverkhnosti buronabivnykh svay s osnovaniem i ikh raschet po dannym staticheskogo zondirovaniya // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 11. S. 21-23.
    4. Bartolomey A. A., Omel'chak I. M., Yushkov B. S. Prognoz osadok svaynykh fundamentov. M. : Stroyizdat, 1994. S. 30-72.
    5. Borel S., Combarieu O. Some observations on pile footings // 2nd Int. PhD Symposium in Civil Engineering. Budapest, 1998.
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  • Innovation Activity of RAASN: Results and Prospects
  • Il'ichev V. A.
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  • Morphology of a City as a Foundation of Its Sustainable Development
  • GUO Yougjun
    Abstract. What type of morphology of the city ensures the most sustainable development? The answer to this question is given by two popular in the scientific community and differing one from another theories: the theory of concentration and the theory of dispersion (decentralization). The author believes that the sustainable development of the city through regulation and optimization of the urban spatial structure can be achieved by examining in detail the size of the city, the urban transport system, a model of land use, and others.
    Key words: urban morphology, sustainable development, urbanization, theories of concentration and dispersion (decentralization).
  • LITERATURA
    1. Frolov A. E., Ananichev K. K. O printsipakh ustoychivogo prostranstvennogo razvitiya // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 7(1). S. 12-15.
    2. Zhu Rong. Sustainable development of cities [Ustoychivoe razvitie goroda]. Beijing : Archutectural Press, 2005. Pp. 54-78.
    3. Wang Qingbin. Urban form [Gorodskaya forma] // Theory of Urban Development. Beijing : Archutectural Press, 2007. Pp. 23-27.
    4. Wu Jing. Chinese urban morphology [Kitayskaya gorodskaya morfologiya]. Beijing : Archutectural Press, 1998. Pp. 36-59.
  • Architectural Ecology of Public-Trade Complexes in the Course of Development of Urban Underground Space
  • Elena V. MIKHAYLOVA
    Abstract. Architectural-planning methods of organization of public-trade complexes (PTC) under conditions of development of underground space aimed at the improvement and preservation of ecological balance of urban environment are analyzed. Examples of the rational solution of underground complexes in our country and abroad are presented.
    Key words: ecology, urban underground space, public-trade complex.
  • LITERATURA
    1. Rudyak M. S. Ratsional'noe ispol'zovanie gorodskogo podzemnogo prostranstva dlya gorodskikh ob"ektov. M. : MGTU, 2003. 235 c.
    2. Kulikova E. Yu. Ekologicheskaya bezopasnost' pri osvoenii podzemnogo prostranstva v krupnykh gorodakh. M. : MGTU, 2001. 374 c.
    3. SN 2.2.4/2.1.8.566-96. Proizvodstvennaya vibratsiya, vibratsiya v pomeshcheniyakh zhilykh i obshchestvennykh zdaniy.
    4. Konyukhov D. S. Ispol'zovanie podzemnogo prostranstva. M. : Arkhitektura-S, 2004. 296 c.
    5. Ekologicheskiy atlas Moskvy. M. : Izd-vo ABF/ABF, 2000. 96 s.
    6. Opyt stroitel'stva podzemnoy chasti TRK na Manezhnoy ploshchadi / V. A. Il'ichev, S. B. Ukhov, Yu. K. Zaretskiy, I. V. Kolybin // Gornyy vestnik. 1997. ¹ 4. S. 26-27.
    7. Iovlev V. I. Pokazateli ekologichnosti arkhitekturnogo prostranstva // Promyshlennoe i grazhdanskoe stroitel'stvo. 2008. ¹ 7. S. 37.
    8. Zil'berman R. R. Iskusstvennoe ruslo r. Neglinki // Podzemnoe prostranstvo mira. 1997. ¹ 2. S. 50-52.
    9. Kelemen Ya., Vayda Z. Gorod pod zemley. M. : Stroyizdat, 1985. 248 s.
    10. Tsaydler E. Mnogofunktsional'naya arkhitektura. M. : Stroyizdat,1988. 151 s.
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  • The Stress-Strain State of Knots of Crane Farms
  • Konstantin I. EREMIN, Stepan N. SHULGA
    Abstract. Data on the study of actual stressed-strained state of joints are presented. An analysis of the material in zones of the most possible destruction of crane-rafter trusses (CRT) is conducted; the obtained values of tensometry and results of the inspection are compared with the design data. Factors determining the safe operation of CRT are enumerated.
    Key words: crane-rafter truss, inspection, stressed-strained state.
  • LITERATURA
    1. O sostoyanii podkranovykh konstruktsiy korpusa konverternogo proizvodstva OAO «Severostal'» / V. N. Artyukhov, E. A. Shcherbakov, V. M. Goritskiy, G. R. Shneyderov // Promyshlennoe i grazhdanskoe stroitel'stvo. 2001. ¹ 6. S. 31-34.
    2. Romanov M. V. Napryazhenno-deformirovannoe sostoyanie opornykh chastey podkranovo-podstropil'nykh ferm : dis. : kand. tekhn. nauk. Magnitogorskiy gosudarstvennyy tekhnicheskiy universitet im. T. I. Nosova. Magnitogorsk, 2002. 166 s.
    3. Lampsi B. B. Otsenka vliyaniya osobennostey konstruktsii i nagruzki na napryazhennoe sostoyanie i prochnost' ezdovykh poyasov sistem tipa podkranovo-podstropil'nykh ferm : dis. : kand. tekhn. nauk. Gor'kovskiy inzhenerno-stroitel'nyy institut im. V. P. Chkalova. Gor'kiy, 1983. 220 s.
    4. Eremin K. I. Predotvrashchenie razrusheniy stroitel'nykh konstruktsiy. Izuchenie napryazhenno-deformirovannogo sostoyaniya PPF KKTs OAO / Magnitogorskiy gosudarstvennyy tekhnicheskiy universitet im. T. I. Nosova. Magnitogorsk, 2004. S. 109-115.
    5. Otsenka napryazhenno-deformirovannogo sostoyaniya prodol'nykh svarnykh stykovykh soedineniy korobchatogo proletnogo stroeniya metodom magnitnoy pamyati metalla / V. M. Goritskiy, A. V. Malan'in, O. V. Goritskiy, G. M. Pleskov // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. ¹ 6. S. 33-37.
  • Influence of a Wood Type and Duration of Its Usage on the Time of Occurrence of Fire Hazard Factors for Objects with Wooden Constructions
  • Evgeny Yu. KRUGLOV, Boris B. SERKOV, Andrey B. SIVENKOV, Sergey B. SIVENKOV
    Abstract. In the process of designing of objects of up-to-date wooden housing construction it is necessary to take into consideration the occurrence of critical values of fire hazard factors for these structures with due regard for sorts of wood and duration of its operation. The efficiency of using the methods of computer simulation for definition of time of occurrence of fire hazard factors for objects with timber structures is shown.
    Key words: buildings with wooden constructions, duration of usage, wood breed, fire hazard factors, time of occurrence of fire hazard factors.
  • LITERATURA
    1. Aseeva R. M., Serkov B. B., Sivenkov A. B. Gorenie drevesiny i ee pozharoopasnye svoystva. M. : Akademiya GPS MChS Rossii, 2010. 262 s.
    2. Sivenkov A. B. Vliyanie vozrasta derevyannykh konstruktsiy zdaniy na znacheniya pokazateley ikh pozharnoy opasnosti // Promyshlennoe i grazhdanskoe stroitel'stvo. 2012. ¹ 3. S. 66-67.
    3. Novye predstavleniya o raschete neobkhodimogo vremeni evakuatsii lyudey i ob effektivnosti ispol'zovaniya portativnykh fil'truyushchikh samospasateley pri evakuatsii na pozharakh / S. V. Puzach, A. V. Smagin, O. S. Lebedchenko, E. S. Abakumov. M. : Akademiya GPS MChS Rossii, 2007. 222 s.
  • Account of History of Loading of Monolithic Reinforced Concrete Plate-Rod Systems whenAssessing the Stressed State of Their Elements
  • Olga B. ZAVIALOVA
    Abstract. Methods of accounting of stage-by-stage loading of monolithic reinforced concrete structures built in short spaces of time which make it possible to reveal additional stresses in reinforcement caused by creep of concrete and change of its module of elasto- instantaneous deformation are offered.
    Key words: monolithic reinforced concrete structures, history of loading, creep of concrete, stressed-strained state.
  • LITERATURA
    1. Arutyunyan N. Kh. Nekotorye voprosy teorii polzuchesti. M.: Gostekhizdat, 1952. 323 s.
    2. Karimov I. Sh. Mekhanizm polzuchesti betona i faktory, vliyayushchie na nee (obzor) // Tekhnologii betonov. 2011. ¹ 3-4. C. 61-65.
    3. Brooks J. J. How Admixtures Affect Shrikage and Greep [Kak dobavki vliyayut na usadku i polzuchest'] // Concrete International. April 1999. Rr. 35-38.
    4. Ramachandran V. S. Concrete Admixtures Handbook [Rukovodstvo po betonnym dobavkam]. 2nd Edition; Noyes Publications; Park Ridge, New Jersey, USA, 1995. 1153 r.
    5. Dolganov A. I. Otsenka nadezhnosti monolitnykh mnogoetazhnykh zdaniy // Promyshlennoe i grazhdanskoe stroitel'stvo. 2010. ¹ 8. S. 50-51.
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  • About the Book «The History of Industrial Specialization in the Architectural School of Russia»
  • Kazakov S. V.