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- BUILDING STRUCTURES, BUILDINGS AND FACILITIES
- Bearing Capacity of Facade Systems at Different Wind Loads
- UDC 69.04(075.8)
Vladimir A. RYBAKOV, e-mail: fishermanoff@mail.ru
Alexander V. GALYAMICHEV, e-mail: galyamichev@yandex.ru
Konstantin S. DERIUGIN, e-mail: deriuginkonstantin@gmail.com
Marina A. PUSHKARSKAYA, e-mail: m.pushkarskaia@gmail.com
Peter the Great St. Petersburg Polytechnic University, ul. Politekhnicheskaya, 29, St. Petersburg 195251, Russian Federation
Abstract. Results of the study of the bearing capacity of hinged ventilated facades(HVF) as well as their elements under different wind loads are presented. The calculation is carried out in a certain sequence: determining the geometric characteristics of the selected types of sections, selecting structural and design schemes for HVF, load summary for the design schemes, determining the limiting value of active and passive wind pressure for all types of circuits, determining the coefficients for the use of cross-section brackets and extensions corresponding to the limit value active and passive wind pressure. The geometric characteristics of the cross sections of the guides were calculated taking into account the reduction and the possible local loss of stability of the individual elements of the section experiencing normal compressive stresses. The calculation was made for 5 types of longitudinal structural schemes; the maximum height of the fastening of the facade system depending on the wind load was also determined. It is established that the most efficient calculation scheme for hinged faзade system is a 5-span beam regardless of the mounting position of the joint.
Key words: facade panels, bracket, guides, light steel thin-walled structures, wind load, climatic regions, bearing capacity. - REFERENCES
1. Ilin K. Steel facade to replace the steel nerves. Stroitelnyye materialy, oborudovaniye, tekhnologii XXI veka, 2013, no. 11(178), pp. 50-52. (In Russian).
2. Kalikhman A. D. Functionality and aesthetics of hinged facade systems in Irkutsk. Dizayn. Teoriya i praktika, 2012, no. 10, pp. 85-94. (In Russian).
3. Yakubov S. Ventilated facades for the Russian climate. Santekhnika, otopleniye, konditsionirovaniye, 2012, no. 9(129), pp. 81-85. (In Russian).
4. Orlova I. The second life of panel houses, or the overhaul of the facade in details. Krovelnyye i izolyatsionnyye materialy, 2015, no. 5, pp. 42-44. (In Russian).
5. Sanjuan C., Suбrez M.J., Gonzбlez M., et al. Energy performance of an openjoint ventilated faзade compared with a conventional sealed cavity faзade. Solar Energy, 2011, vol. 85, iss. 9, pp. 1851-1863.
6. Shameri M. A., Alghoul M. A., Sopian K., et al. Perspectives of double skin faзade systems in buildings and energy saving. Renewable and Sustainable Energy Reviews, 2011, vol. 15, iss. 3, pp. 1468-1475.
7. Tusnina V.M. To the problem of bearing capacity and operational reliability of suspended ventilated faзade. Procedia Engineering, 2016, vol. 153, pp.799-804.
8. Ryabukhina S. A., Koshkarova M. V., Simankina T. L. The Russian market of hinged ventilated facades. Aktualnyye problemy gumanitarnykh i yestestvennykh nauk, 2017, no. 3, pp. 80-86. (In Russian).
9. Khlobystov S. A. The main types of ventilated facade systems, the most effective for the Russian Federation and for St. Petersburg by the criteria of heat and energy efficiency. Vestnik sovremennoy nauki, 2016, no. 9(21), pp. 62-69. (In Russian).
10. Shatrova S. A., Anufriyev N. V., Maksimtsev D. S., Shchurin A. O. Linear facade panels, as a new way of facing buildings and structures. Sovremennyye nauchnyye issledovaniya i razrabotki, 2018, no. 1(18), pp. 467-468. (In Russian).
11. Sergeev N. Radius facades - an element of the architecture of the future. Stroitelnyye materialy, oborudovaniye, tekhnologii XXI veka, 2012, no. 9(164), pp. 51-52. (In Russian).
12. Panchuk N. N. Different facades in architecture (hinged, ventilated, translucent :). Novyye idei novogo veka: materialy mezhdunarodnoy nauchnoy konferentsii FAD TOGU, 2014, vol. 2, pp. 213-217. (In Russian).
13. Bezruk A. I. Hinged ventilated facades with a pin clamp. Nauka i bezopasnost, 2014, no. 3(12), pp. 38-40. (In Russian).
14. Vasilyev N. B., Stuglev N. A., Utkov Ye. O., Melnik I. S. Hinged ventilated facades and wet. StroyMnogo, 2017, no. 4(9), pp. 2. (In Russian).
15. Lalin V., Rybakov V., Sergey A. The finite elements for design of frame of thin-walled beams. Applied Mechanics and Materials, 2014, vol. 578-579, pp. 858-863
16. Trubina D., Abdulaev D., Pichugin E., Rybakov V. Geometric nonlinearity of the thin-walled profile under transverse bending. Applied Mechanics and Materials, 2014, vol. 633-634, pp. 1133-1139.
17. Rybakov V. A. Osnovy stroitelnoy mekhaniki legkikh stalnykh tonkostennykh konstruktsiy. [Fundamentals of structural mechanics of light steel thin-walled structures]. St.Petersburg, Politekhn. un-ta Publ., 2018. 206 p. (In Russian).
18. Cook N. J. The designer's guide to wind loading of building structures. Part 2. Static structures. London, Butterwords Publ., 1990. 20 p.
19. Holmes J. D. Effective static load distributions in wind engineering. Journal of Wind Engineering & Industrial Aerodynamics, 2002, vol. 90, pp. 91-109.
20. Galyamichev A. V. Wind load and its effect on facade structures. Stroitelstvo unikalnykh zdaniy i sooruzheniy, 2017, no. 9(60), pp. 44-57. (In Russian).
21. Galyamichev A. V. Specificity of definition of loads on enclosing structures and its influence on the results of their static calculation. Internet-zhurnal Naukovedeniye, 2015, vol. 7, no. 2(27), pp. 96. DOI: 10.15862/54TVN215. (In Russian).
22. Perelmuter A. V., Yurchenko V. V. On the issue structural analysis of spatial systems from thin-walled bars with open profiles. Metallicheskiye konstruktsii, 2014, vol. 20, no. 3, pp. 179-190. - For citation: Rybakov V. A., Galyamichev A. V., Deriugin K. S., Pushkarskaya M. A. Bearing Capacity of Facade Systems at Different Wind Loads. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2018, no. 10, pp. 35-40. (In Russian).
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