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

Contents of issue ¹ 7 (july) 2011
  •  
  • Umbrella Surfaces and Surfaces of Umbrella Type in Architecture
  • UDC 514.75:624.04:692.44/.47
    Sergey N. KRIVOSHAPKO, Iraida A. MAMIEVA
    A review of the study of geometry, strength and application of umbrella shells and shells of umbrella type in architecture of industrial and civil buildings is presented. A brief information about methods of calculation of shells for strength is given. New forms of umbrella-type surfaces are offered.
    Key words: umbrella shells, umbrella-type shells, architecture, strength.
  • LITERATURA
    1. Lebedev N. V. Fermy, arki, tonkostennye prostranstvennye konstrukcii. M. : Arxitektura-S, 2006. 120 s.
    2. Andrianov I. V., Diskovskij A. A., Prusakov A. P. K raschetu gofrirovannyx obolochek // Prochnost' i nadezhnost' ehlementov konstrukcij. Kiev : Nauk. dumka, 1982. S. 3-12.
    3. Dokula S. M. Mesto zontichnyx kupolov v sovremennoj arxitekture. URL: http://www.rusnauka.com (data obrashheniya: 03.06.2011).
    4. Lebedev V. A. Tonkostennye zontichnye obolochki. L. : Gosstrojizdat, 1958. 172 s.
    5. Xvylya I. K. Zontichnye obolochki dlya ob"ektov gorodskogo dizajna // Visnik XDADM. 2006. # 2. S. 95-99.
    6. Krivoshapko S. N. Geometricheskie issledovaniya poverxnostej zontichnogo tipa // Stroitel'naya mexanika inzhenernyx konstrukcij i sooruzhenij. 2005. # 1. S. 11-17.
    7. Krivoshapko S. N. Novye primery poverxnostej zontichnogo tipa i ix koehfficienty osnovnyx kvadratichnyx form // Stroitel'naya mexanika inzhenernyx konstrukcij i sooruzhenij. 2005. # 2. S. 6-14.
    8. Krivoshapko S. N., Alborova L. A. Formoobrazovanie obolochek v arxitekture. M.: Izd-vo RUDN, 2008. 48 s.
    9. Yarin L. I. Pnevmaticheskie zonchatye kupola // Tr. CNIIpromzdanij. Vyp. 1. 1964.
    10. Petrov V. A. Zontichnaya mnogosektornaya obolochka // Patent Rossii # 2198990. 2003.
    11. Krivoshapko S. N., Ivanov V. N. Ehnciklopediya analiticheskix poverxnostej. M. : Knizhnyj dom "LIBROKOM", 2010. 556 s.
    12. Brankov G. J. V"lnoobrazni cherupkovi konstrukcii. Sofiya : Izd-vo BAN, 1961. 80 s.
    13. Burceva S. V. Chislennyj primer rascheta volnistoj konicheskoj obolochki // Issledovaniya po raschetu plastin i obolochek. Rostov n/D. : RISI, 1982. S. 120-123.
    14. Gryanik M. V., Loman V. I. Razvertyvaemye zerkal'nye antenny zontichnogo tipa. M. : Radio i svyaz', 1987. 72 s.
    15. Kashhenko A. V. Geometricheskoe modelirovanie poverxnostej nekotoryx bioform - konstrukcij // Prikladnaya geometriya i inzh. grafika. Kiev, 1978. Vyp. 26. S. 46-48.
    16. Lebedev V. A. Sposob obrazovaniya i princip rascheta tonkostennogo zonchatogo kupola // Tr. LISI. 1954. # 17. S. 134-158.
    17. Mirza J. F. Stresses and deformations in umbrella shells // Proc. ASCE, 93, N CT2, Apr. 1967. P. 271-286.
    18. von Seggern D. CRC Standard curves and surfaces. Boca Raton, FL: CRC Press, 1993. P. 286.
    19. Todd A. Alonzo, Christos T. Nakas. Comparison of ROC umbrella volumes with an application to the assessment of lung cancer diagnostic markers // Biometrical Journal. Vol. 49. Is. 5. 2007. P. 654-664.
    20. del Coz Diaz J. J., Panalver Lamarca L., Garcia Nieto P. J., Martinez-Luengas A. L. and Vilbn Vilbn, J. A. Non-linear analysis of a reinforced concrete sheet cover (umbrella) of 40 m diameter by the finite element method // Applied mathematics and computation. 2007. 184 (1). P. 37-51.
    21. Peerdeman Bart. Analysis of thin concrete shells revisited: opportunities due to innovations in materials and analysis methods // Delft University of Technology, the Netherlands. 2008. 394 p.
    22. Gvozdev A. A. K voprosu o raschete cilindricheskix svodov-obolochek // Stroitel'naya promyshlennost'. 1932. # 1. S. 44-50.
    23. Pomazkova E. N., Yastrebov A. L. O proekte predpriyatiya alyuminievoj promyshlennosti budushhego // Promyshlennoe stroitel'stvo. 1962. # 7. S. 24-29.
    24. Novodvorskij V. Eh. O tak nazyvaemoj // Stroitel'naya promyshlennost'. 1933. # 1. S. 53-56.
    25. Cejtlin A. A., Beleckij Yu. I. Tonkostennye volnistye pokrytiya-obolochki promyshlennyx zdanij // Promyshlennoe stroitel'stvo. 1962. # 8. S. 53-56.
  •  
  • Free Vibrations of Oil Pipeline Taking into Account a Fluid Flow and Longitudinal Compressive Force
  • UDC 624.074.04
    Vladimir G. SOKOLOV
    An issue of free bending vibrations of a thin-walled oil pipeline of large diameter with moving fluid compressed by a longitudinal force in the case of hinge support of pipe ends is analyzed.
    Key words: oil pipeline, free vibrations, theory of shells.
  • LITERATURA
    1. Feodos'ev V. I. O kolebaniyax i ustojchivosti truby pri protekanii cherez nee zhidkosti// Inzh. sb. T. 10. 1952. S. 169-170.
    2. PNAEh G-7-002-86. Normy rascheta na prochnost' oborudovaniya i truboprovodov atomnyx ehnergeticheskix ustanovok. M. : Ehnergoatomizdat, 1989. S. 525.
    3. Il'in V. P., Sokolov V. G. Vliyanie zakrepleniya koncov magistral'nyx truboprovodov bol'shogo diametra na chastoty svobodnyx kolebanij // Promyshlennoe i grazhdanskoe stroitel'stvo. 2009. # 12. S. 52-54.
    4. Sokolov V. G. Svobodnye kolebaniya truboprovoda s potokom zhidkosti, obzhatogo prodol'noj siloj, pri razlichnyx granichnyx usloviyax na koncax // Vestnik grazhdanskix inzhenerov. 2010. # 2 (23). S. 61-64.
  • Analysis of Impact Toughness Structural Factors of High-Strength Plate Steel 16G2AF for High-Duty Structures
  • UDC 620.178.74:539.413:624.014.2-41
    Vitaly M. GORITSKIY, Andrey M. KULEMIN, Mikhail A. LUSHKIN
    Two components of impact toughness, namely a work of initiation aç and a work of propagation ap of ductile crack, were determined using 4 melts of flat (32 sheets) 60 mm thick and 2 melts (2 sheets) 17 mm thick made from 16G2AF steel. The influence of structure parameters (a size of ferrite grain, fraction of pearlite, amount of sulphides) and hardness on the values aç and ap has been considered, and on this basis the possibility of determining a founded normalizable value of impact toughness controlling the quality of steel has been analyzed.
    Key words: impact toughness, work of initiation, work of propagation, normalization, high-strength steel 16G2AF, structure.
  • LITERATURA
    1. Gorickij V. M., Guseva I. A., Kulyomin A. M. Osobennosti treshhinoobrazovaniya v vertikal'nyx montazhnyx stykax rezervuara ob"emom 50 000 m3, izgotovlennogo iz vysokoprochnoj stali 16G2AF // Promyshlennoe i grazhdanskoe stroitel'stvo. 2008. # 5. S. 14-16.
    2. Gorickij V. M. Ustanovlenie prichiny uskorennogo rosta treshhiny v stenke vertikal'nogo stal'nogo rezervuara RVSP-20000 // Promyshlennoe i grazhdanskoe stroitel'stvo. 2010. # 5. S. 25-28.
    3. Gorickij V. M. Vliyanie parametrov struktury na xarakteristiki soprotivleniya razrusheniyu nizkouglerodistoj stali // Zavodskaya laboratoriya. Diagnostika materialov. 2003. # 8. T. 69. S. 39-43.
    4. Gorickij V. M., Xromov D. P. Ocenka soprotivleniya rasprostraneniyu treshhiny po rezul'tatam ispytanij na udarnuyu vyazkost' // Zavodskaya laboratoriya. 1994. # 7. S. 70-72.
  •  
  • The Use of Shell Elements for Calculation of Building Steel Structures in the SCAD and Nastran Programs with Due Regard for Geometrical and Physical Nonlinearities
  • UDC 624.014.2.04:681.3
    Andrey V. TEPLYKH
    Computation models with the use of shell end elements have some advantages comparing with the rod models and in some ceases are capable to give a significant effect both from the point of view of optimization of structures and by speed, obviousness and simplicity of obtaining computation results using the up-to-date software packages.
    Key words: steel structures, computation model, rod end element, shell end element, wall stability, flexible wall, elastic-plastic material, SCAD, Nastran.
  • LITERATURA
    1. Metallicheskie konstrukcii. V 3 t. T. 1. Obshhaya chast' / pod obshh. red. V. V. Kuznecova (CNIIproektstal'konstrukciya). M. : ASV, 1998. (Spravochnik proektirovshhika). 576 s.
    2. Posobie po proektirovaniyu stal'nyx konstrukcij (k SNiP II-23-81* "Stal'nye konstrukcii") / CNIISK im. V. A. Kucherenko. M. : CITP Gosstroya SSSR, 1989. 148 s.
    3. SNiP II-23-81*. Stal'nye konstrukcii.
  •  
  • Ways of Updating of Industrial Complexes in Urban Structure
  • UDC. 711.112:711-168
    Tatiana P. BIRYUKOVA, Anastasia A. DEGTYAREVA
    The article is devoted to the issue of renovation and conversion of industrial complexes located in the city and which are the source of large reserve territories. The factors influencing on the transformation of these objects in urban environment are shown; examples of the complex reconstruction of developments in Europe and Russia are presented.
    Key words: industrial complexes, reconstruction, renovation, urban environment, urban and engineering infrastructure.
  • LITERATURA
    1. Gidion Z. Prostranstvo, Vremya, Arxitektura : sokr. per. s nem. M. V. Leonene, I. L. Chernya. 3-e izd. M. : Strojizdat, 1984. 455 s.
    2. London. Docklands Supplement // RIBA Journal. 1998. March. 242 p.
    3. Maloyan G. A. Osnovy gradostroitel'stva : uch. posobie: M. : ASV, 2004. 120 s.
  • Cement Matrix with Carbon NanoTubes
  • UDC 691.54
    Grigory I. YAKOVLEV, Grigory N. PERVUSHIN, Dmitry V. ORESHKIN
    Cement concrete modified with carbon nano-disperse systems with nanotubes within the solution of the Polyplast SP-1 is studied. It is noted that the increase of concrete strength is connected with compaction of the structure of cement matrix due to changes in the morphology of new formations.
    Key words: dispersion with carbon nanotubes, cement concretes, research of structure and properties.
  • LITERATURA
    1. Staroverov V. D. Struktura i svojstva nanomodificirovannogo cementnogo kamnya : avtoref. dis. : kand. texn. nauk. SPb, 2009. 19 s.
    2. Poluchenie uglerodnyx metallsoderzhashhix nanostruktur dlya modifikacii stroitel'nyx kompozicij / A. M. Lipanov, V. V. Trineeva, V. I. Kodolov [i dr.] // Al'ternativnaya ehnergetika i ehkologiya. 2008. # 8 (64). S. 82-85.
    3. Yakovlev G., Keriene Ja., Plechanova T., Krutikov V. Nanobewehrung von Schaumbeton // Beton- und Stahlbetonbau. 2007. Vol. 102. Is. 2. P. 120-124.
    4. Maeva I. S., Yakovlev G. I., Pervushin G. N., Bur'yanov A. F., Butylina Yu. N. Sinergeticheskie yavleniya pri tverdenii ul'tra- i nanomodificirovannogo angidritovogo vyazhushhego // Sb. dokl. uchastnikov kruglogo stola "Voprosy primeneniya nanotexnologij v stroitel'stve". M. : MGSU. 2009. S. 86-92.
    5. Modifikaciya porizovannyx cementnyx matric uglerodnymi nanotrubkami / G. I. Yakovlev, G. N. Pervushin, A. F. Bur'yanov [i dr.] // Stroitel'nye materialy. 2009. # 3. S. 99-102.
    6. Konsta-Gdoutos M. S., Metaxa Z. S., Shah S. P. Highly Dispersed Carbon Nanotube Reinforced Cement Based Materials // Cement and Concrete Research. 2010. Vol. 40 (7). P. 1052- 1059.
    7. Li G. Y., Wang P. M., Zhao X. Mechanical behavior and microstructure of cement composites incorporating surface-treated multi-walled carbon nanotubes // Carbon. 43. (2005). P. 1239-1245.
    8. Shah S. P., Konsta-Gdoutos M. S., Metaxa Z. S., Mondal P. Nanoscale modification of cementious materials // Proceedings of the third international symposium on nanotechnology in construction. Springer, 2009. P. 125-130.
    9. Konsta-Gdoutos M. S., Metaxa Z. S., Shah S. P. Nanoimaging of highly dispersed carbon nanotube reinforced cement based materials // Seventh International RILEM Symposium on Fibre Reinforced Concrete: Design and Applications. Chennai, India, 2008. P. 125-131.
    10. Makar J. M., Beaudoin J. J. Carbon nanotubes and their applications in the construction industry // Proceeding of the 1st international symposium on nanotechnology in construction. 2004. P. 331-341.
    11. Li G. Y., Wang P. M., Zhao X. Pressure-sensitive and microstructure of carbon nanotube reinforced cement composites // Cement and Concrete Research. 2007. Vol. 29 (5). P. 377-382.
    12. Cwirzen A., Habermehl-Chirzen K., Penttala V. Surface decoration of carbon nanotubes and mechanical properties of cement/Carbon nanotube composites. Adv. Cem. Res. 2008. Vol. 20. P. 65-73.
    13. Polye mikrosfery - ehffektivnyj napolnitel' v stroitel'nye i tamponazhnye rastvory / D. V. Oreshkin, K. V. Belyaev, V. S. Semyonov, U. E. Kretova // Promyshlennoe i grazhdanskoe stroitel'stvo. 2010. # 9. S. 63-64.
    14. Oreshkin D. V., Belyaev K. V., Semyonov V. S. Vysokokachestvennye stroitel'nye i tamponazhnye rastvory s polymi steklyannymi mikrosferami // Promyshlennoe i grazhdanskoe stroitel'stvo. 2010. # 10. S. 56-58.
    15. Xolmberg K. Jyonsson B., Kronberg B., Lindman B. Poverxnostno-aktivnye veshhestva polimery v vodnyx rastvorax / Per. s angl. M. : BINOM. Laboratoriya znanij, 2009. 528 s.
    16. Modifikaciya cementnyx betonov mnogoslojnymi uglerodnymi nanotrubkami / G. I. Yakovlev, G. N. Pervushin, A. Korzhenko [i dr.] // Stroitel'nye materialy. 2011. # 2. S. 47-51.
  •  
  • Urban Planning of the City of Hanoi: Ways of Restitution of Green Spaces
  • UDC 711.432(597-25)
    Ha Duy ANH
    Hanoi was founded in 1010. For 10 centuries it developed in a natural way and had the urban plans corresponding to different historical periods, but since 1975 in the process of uneven development after the war the city was rapidly losing the green space and lakes. The article considers the ways of creation of new and reconstruction of the existing urban green spaces.
    Key words: Hanoi, Red River, master plan, green space.
  • LITERATURA
    1. Nguyen The Ba. Quy hoach xay dung phat trien do thi. Hanoi: NXB Xay dung, 2010. 258 p.
    2. William S. W. Lim. Quy hoach do thi theo dao ly Chau A. Hanoi: NXB Xay dung, 2010. 307 p.
    3. Otchet o General'nom plane goroda Xanoya 2030-2050 gg. / Ob"edinennaya arxitekturnaya gruppa PPJ. Xanoj, 2010. 62 s.
    4. Otchet o planirovanii razvitiya pribrezhnyx territorij Krasnoj reki v predelax gorodskoj cherty / Korejskaya arxitekturnaya gruppa DOHWA. Xanoj, 2008. 193 s.


Part 2, ¹ 7 (july) 2011
  •  
  • Organization of Technical State Monitoring of Steel Bearing Structures of a Sports Complex's Cover
  • UDC 692.4:624.014.2:725.85/.86
    Yaroslav I. GRIBANOV, Aleksandr V. KALUGIN, Anton A. BYKOV
    The experience of monitoring of the technical state of steel bearing structures of a sports complex's covering is described. Implementation of the monitoring system makes it possible to control the stressed-strained state of structures in real time under the specific operating conditions, to assess adequately the technical state of structures and to take timely actions to prevent the influence of negative factors.
    Key words: monitoring, assessment of technical state, movements, deformations, thickness measurement.
  • LITERATURA
    1. Gur'ev V. V., Dorofeev V. M. Sovremennaya normativnaya baza po monitoringu texnicheskogo sostoyaniya zdanij i sooruzhenij // Promyshlennoe i grazhdanskoe stroitel'stvo. 2006. # 4. S. 24-25.
    2. Eremeev P. G. Opyt provedeniya texnicheskogo monitoringa i ehkspluatacii konstrukcij pokrytij unikal'nyx bol'sheproletnyx sooruzhenij // Promyshlennoe i grazhdanskoe stroitel'stvo. 2008. # 2. S. 52-53.
    3. K voprosu o kontrole texnicheskogo sostoyaniya ferm Krytogo kon'kobezhnogo cetra v Krylatskom / V. M. Dorofeev, D. A. Lysov, E. P. Xajner // Promyshlennoe i grazhdanskoe stroitel'stvo. 2009. # 12. S. 38-41.
  • Evaluation of Adequacy of a Computer Model of Bearing Structures of a Sports Complex's Cover under the Influence of Snow Loads
  • UDC 692.4:624.042.42
    Yaroslav I. GRIBANOV, Aleksandr V. KALUGIN, Andrey A. BALAKIREV, Anton A. BYKOV
    The adequacy of the computer model of bearing structures of the sports complex's steel cover is assessed by comparing the results of field experiments conducted for two states, loaded and unloaded with snow, and the results of computer calculations.
    Key words: assessment of adequacy of computer model, snow load, effect of boundary conditions.
  • LITERATURA
    1. Metodicheskie rekomendacii po issledovaniyu stroitel'nyx konstrukcij s primeneniem matematicheskogo i fizicheskogo modelirovaniya / NIISK. Kiev, 1987. 102 s.
    2. Adler Yu. P. Vvedenie v planirovanie ehksperimenta. M. : Metallurgiya, 1969. 160 s.
    3. Gribanov Ya. I., Kalugin A. V., Bykov A. A. Organizaciya monitoringa texnicheskogo sostoyaniya stal'nyx nesushhix konstrukcij pokrytiya sportivnogo kompleksa // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. # 7. S. 6-9.
    4. Metodika aktualizacii raschetnoj sxemy sooruzheniya, podvergaemogo procedure monitoringa / A. V. Korgin, M. A. Zaxarchenko, V. A. Ermakov // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. # 3. S. 24-25.
  • Technical Aspects of Damage of a Swimming Pool Roof
  • UDC 692.4:725.742
    Aleksandr V. KALUGIN, Valeriy A. POLIMONOV, Vladislav V. KORKODINOV, Lidiya P. ABASHEVA, Boris I. DESYATOV
    Causes of the collapse of steel trusses of the swimming pool "Delfin"'s roof in the city of Chusovoy (Perm Krai) are analyzed. The assessment of influence of different factors favoring the initiation of emergency situation at different stages, from designing through to operation, is made.
    Key words: damage, swimming pool, hardware, analysis, risk factors.
  • LITERATURA
    1. SNiP 2.03.11-85. Zashhita stroitel'nyx konstrukcij ot korrozii.
    2. SNiP II-23-81*. Stal'nye konstrukcii.
    3. SP 13-102-2003. Pravila obsledovaniya nesushhix stroitel'nyx konstrukcij zdanij i sooruzhenij.
    4. SNiP 2.01.07-85*. Nagruzki i vozdejstviya.
  • Possible Ways of Improving the Efficiency of Space-Grid Structures
  • UDC 692.44
    Irina I. ZUEVA, Vladislav V. ZUEV
    The ways of improving the efficiency of space-grid structures using elastic-plastic and plastic stages of the individual elements operation are considered on the example of a structural block of 24_12 m size. It is shown, that the account of operation of individual elements of the structure outside the limits of elasticity makes it possible to increase a load on a structure by 30%.
    Key words: space-grid structures, plastic deformations, efficiency.
  • LITERATURA
    1. Strukturnye konstrukcii iz prokatnyx profilej / V. I. Trofimov, Yu. S. Mkrchanc, Eh. V. Tret'yakova [i dr.] // Promyshlennoe stroitel'stvo. 1974. # 8. S. 37-42.
    2. Zueva I. I. Strukturnye konstrukcii iz prokatnyx profilej na boltax normal'noj tochnosti // Teoreticheskie i ehksperimental'nye issledovaniya po stroitel'nym konstrukciyam : tr. CNIISK im. V. A. Kucherenko. M., 1976. S. 104-110.
  • Determination of Bearing Capacity of Reinforced Concrete Flexural Members Strengthened with Composite Materials
  • UDC 624.012.454
    Antonida N. TRETIAKOVA, Andrey A. BALAKIREV, Anton A. BYKOV, Aleksandr V. KALUGIN
    The design technique of reinforced concrete flexural elements strengthening with composite materials using MathCAD program complex is presented. The technique has been developed on the basis of dependencies describing the real nature of the materials operation and ensures good convergence with experimental data.
    Key words: reinforced concrete beam, strengthening with composite materials, bearing capacity of flexural element, results of experiment.
  • LITERATURA
    1. Beglov A. D., Sanzharovskij R. S. Teoriya rascheta zhelezobetonnyx konstrukcij na prochnost' i ustojchivost'. Sovremennye normy i evrostandarty. M.: ASV, 2006. 221 s.
    2. fib Bulletin 14. Externally bonded FRP reinforcement for RC structures. 2001. 130 p.
    3. SP 52-101-2003. Betonnye i zhelezobetonnye konstrukcii bez predvaritel'nogo napryazheniya armatury.
    4. EN 1992-1-1 Eurocode 2. Design of concrete structures - part 1-1: general rules and rules for buildings. 2004.
    5. Shilin A. A., Pshenichnyj V. A., Kartuzov D. V. Usilenie zhelezobetonnyx konstrukcij kompozicionnymi materialami. M.: Strojizdat, 2004. 144 s.
    6. ACI 440.2R-08. Guide for the design and construction of externally bonded FRP systems for strengthening of concrete structures. Michigan / American concrete institute, ACI Committee 440. 2008. 76 p.
    7. Ricardo Perera, Angel Arteaga, Ana De Diego. Artifcial intelligence techniques for prediction of the capacity of RC beams strengthened in shear with external FRP reinforcement. // Composite structures. 2010. Vol. 92. # 5. P. 1169-1175.
    8. Luciano Ombres. Prediction of intermediate crack debonding failure in FRP-strengthened reinforced concrete beams // Composite structures. 2010. Vol. 92. # 2. P. 322-329.
  • Pure Bending of Reinforced Concrete Beams Reinforced with Carbon-Based Cloth
  • UDC 691.328.1
    Anton A. BYKOV, Aleksandr V. KALUGIN, Andrey A. BALAKIREV
    An experiment on the study of reinforced concrete beams operation under the conditions of pure bending with due regard for external reinforcement with carbon cloth has been conducted. The description of samples, the test unit and measuring equipment is given. Results of the experiment are considered.
    Key words: strengthening with carbon cloth, experimental investigation, measuring equipment, experiment results.
  • LITERATURA
    1. Ser. 1.038.1-1. Peremychki zhelezobetonnye dlya zdanij s kirpichnymi stenami. Vyp. 1. Peremychki bruskovye dlya zhilyx i obshhestvennyx zdanij : rabochie chertezhi / Gosgrazhdanstroj. M. : CNIIEhPzhilishha, 1986. 98 s.
    2. GOST 8829-94. Izdeliya stroitel'nye zhelezobetonnye i betonnye zavodskogo izgotovleniya. Metody ispytanij nagruzheniem. Pravila ocenki prochnosti, zhestkosti i treshhinostojkosti.
    3. SP 52-101-2003. Betonnye i zhelezobetonnye konstrukcii bez predvaritel'nogo napryazheniya armatury.
  • Program for Building Design ANSYSBuildingBlock (ASBB) - Application to a Multipurpose Software ANSYS
  • UDC 658.512.22.011.56 + 624.03:681.3
    Galina G. KASHEVAROVA, Dmitrii A. POVARNITSYN
    A new task-oriented program ANSYSBuildingBlock (ASBB), a specialized application for the construction industry to a multipurpose ANSYS software package, tools for transformation of a graphical model into a program code in the language of parametric design APDL built in ANSYS, and for the strength analysis of spatial construction objects is offered.
    Key words: ANSYS software package, program-application ANSYSBuildingBlock (ASBB), strength analysis, buildings, computer simulation.
  • LITERATURA
    1. Kaplun A. B., Morozov E. M., Olfer'eva M. A. ANSYS v rukax inzhenera : praktich. rukovodstvo. M.: Editorial URSS, 2004. 272 s.
    2. Kashevarova G. G., Povarnicyn D. A. Sravnitel'nyj analiz primeneniya raznyx programmnyx kompleksov dlya rascheta stroitel'nyx konstrukcij : sb. tr. // Vestnik UGTU-UPI. Stroitel'stvo i obrazovanie. 2006. # 12 (83). S. 112- 114.
    3. ANSYS Basic Analysis Procedures Guide. ANSYS Release 11.
  • Experience in Three-Dimensional Modeling of Multi-Core Reinforced Concrete Floor Slabs for Solving the Nonstandard Problem
  • UDC 624.012.3/.4 + 624.04
    Lidiya P. ABASHEVA, Igor L. TONKOV, Yuri L. TONKOV
    The experience in three-dimensional modeling in the "SCAD" environment of multi-core reinforced concrete floor slabs of a real building for calculation of deflections caused by asymmetric load is expounded. The description of the actual design of slabs in different versions and their computer models is made. Results of the calculation and their practical significance are considered.
    Key words: three-dimensional model of reinforced concrete slab, unevenness of cross-sectional stiffness, vertical displacement.
  • LITERATURA
    1. PP-70-91-01d. Mnogopustotnye zhelezobetonnye plity perekrytij: rabochie chertezhi / Gosstroj SSSR. M., 1986. 50 s.
    2. SP 52-102-2004. Predvaritel'no napryazhennye zhelezobetonnye konstrukcii.
    3. Vychislitel'nyj kompleks "SCAD" / V. S. Karpilovskij, Eh. Z. Kriksunov, A. A. Malyarenko [i dr.]. M. : Izd-vo SKAD SOFT, 2007. 609 s.
  • Influence of Surface Strengthening of Flexural Reinforced Concrete Elements with Carbon Cloth on Their Strength and Rigidity
  • UDC 691.328.1
    Anton A. BYKOV, Antonida N. TRETYAKOVA, Aleksandr V. KALUGIN, Andrey A. BALAKIREV
    The influence of strengthening of flexural reinforced concrete elements with carbon cloth on their strength and rigidity is considered. The analysis and comparison of results of numerical in ANSYS environment and analytical calculations with the experimental data are made.
    Key words: carbon cloth strengthening, ANSYS modeling, analytical calculation, stress and deformation distribution.
  • LITERATURA
    1. Ser. 1.038.1-1. Peremychki zhelezobetonnye dlya zdanij s kirpichnymi stenami. Vyp. 1. Peremychki bruskovye dlya zhilyx i obshhestvennyx zdanij: rabochie chertezhi / Gosgrazhdanstroj. M. : CNIIEhPzhilishha, 1986. 98 s.
    2. Eurocode 2. Design of concrete structures - Part 1: General rules and rules for buildings. English version.
    3. SP 52-101-2003. Betonnye i zhelezobetonnye konstrukcii bez predvaritel'nogo napryazheniya armatury.
    4. SNiP 52-01-2003. Betonnye i zhelezobetonnye konstrukcii. Osnovnye polozheniya.
    5. Rukovodstvo po usileniyu zhelezobetonnyx konstrukcij kompozitnymi materialami / V. L. Chernyavskij, Yu. G. Xayutin, E. Z. Aksel'rod [i dr.]. M. : OOO "InterAkva", 2006. 48 s.
    6. Shilin A. A., Pshenichnyj V. A., Kartuzov D. V. Usilenie zhelezobetonnyx konstrukcij kompozicionnymi materialami. M. : Strojizdat, 2004. 144 s.
    7. Bykov A. A., Kalugin A. V., Balakirev A. A. Chistyj izgib zhelezobetonnyx balok, armirovannyx uglerodnym xolstom // Promyshlennoe i grazhdanskoe stroitel'stvo. 2011. # 7. S. 22-25.
  • Glued Timber Structures in Modern Construction
  • UDC 694.1
    Aleksandr V. KALUGIN
    A review of the state-of-the-art of glued timber structures carpentry production and application in construction is presented. Issues of the designing and operation of these structures are considered.
    Key words: glued timber structures, designing, production, application, economy.
  • LITERATURA
    1. Kalugin A. V. Derevyannye konstrukcii. M. : ASV, 2008. 288 s.
    2. Turkovskij S. B., Preobrazhenskaya I. P., Pogorel'cev A. A. Razrabotka standarta "Derevyannye kleenye i cel'noderevyannye konstrukcii. Metody proektirovaniya i rascheta" // Promyshlennoe i grazhdanskoe stroitel'stvo. 2006. # 8. S. 34-35.
  • Numerical Analysis of Stressed-Strained State of a Nodal Joint of Glued Wooden Arches with Steel Cylindrical Dowels
  • UDC 624.03
    Aleksandra J. ZOBACHEVA
    The stressed-strained state of a ridge nodal joint of a large span wooden arch with steel cylindrical dowels is analyzed using the method of numerical simulation with due regard for timber orthotropic properties and the frictional forces of timber-metal surfaces. The influence of the joint's parameters on the character of distribution of stresses and strains in elements of the node structure is studied on the basis of the mathematical theory of optimal planning of the experiment.
    Key words: long-span glued wooden arch, numerical investigations, stressed-strained state, nodal joint, mathematical theory of experiment planning.
  • LITERATURA
    1. SNiP II-25-80. Derevyannye konstrukcii.
    2. Basov K. A. ANSYS: spravochnik pol'zovatelya. M. : DMK Press, 2005. 640 s.
    3. Najchuk A. Ya. Ocenka prochnosti uzlov kleenyx trexsharnirnyx arok metodami mexaniki razrusheniya // Promyshlennoe i grazhdanskoe stroitel'stvo. 2006. # 6. S. 34-35.