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Experimental study of snow load distribution on a shell of the Grand Sports Arena of Luzhniki Olympic Complex

https://doi.org/10.37538/2224-9494-2022-4(35)-40-61

Abstract

Introduction. The mechanism of the formation of snow deposits on the shell of the Luzhniki GSA and their redistribution in winter were established on the basis of the data obtained during the monitoring of the snow load for over 20 years.

Aim. In this article, the mechanism of the formation of snow deposits and their distribution on the shell of the Luzhniki GSA were determined, along with the numerical values of the form factor μ characterizing the transition from the ground snow load to the snow load on the shell.

Materials and methods. The measurements of the load and density of snow deposits on the shell of the Luzhniki GSA were carried out from 1998 to 2019. The obtained results were compared with the parallel measurements of ground snow load (GSL) in Luzhniki. In addition, the snow load, as well as statistical data analysis on the maximum annual values of the GSL, were analyzed using the hydrometeorological data of decadic snow surveys in Moscow, performed by the V.A. Mikhelson Meteorological Observatory following the dates of field measurements. The graphs of the repeatability of wind directions for the month preceding the observation dates were plotted.

Results. The maximum values of the form factor μ for each section of the shell were obtained. The areas characterized by increased snow deposition on the shell during various periods of snow accumulation andthe dependence of their formation on wind speeds and directions in winter were revealed. Graphs depicting the distribution of snow load on the surface by observation years were plotted. It was established that the values of snow loads on the GSA shell during the observation period generally lay within the design values, except for local zones near the internal contour during the installation of the canopy.

Conclusion. It was shown that the formation, accumulation, and redistribution of snow deposits on the shell comprise a complex and uneven process, varying from winter to winter. When selecting the analytical models of snow loads for calculating unique load-bearing structures, it is necessary to account for the most unfavorable wind flow directions, at which an uneven snow deposition pattern occurs, as well as the physical properties of the shell and field observations.

About the Authors

I. V. Lebedeva
Research Institute of Building Constructions (TSNIISK) named after V.A. Koucherenko, JSC Research Center of Construction
Russian Federation

Irina V. Lebedeva, Cand. Sci. (Engineering), Head of Laboratory, Laboratory of Structural reliability

2nd Institutskaya str., 6, bld. 1, Moscow, 109428

tel.: +7 (499) 174-77-35



M. I. Farfel
Research Institute of Building Constructions (TSNIISK) named after V.A. Koucherenko, JSC Research Center of Construction; National Research Moscow State University of Civil Engineering
Russian Federation

Mikhail I. Farfel, Cand. Sci. (Engineering), Head of Laboratory, Laboratory of Reconstruction, Standardization, and Monitoring of Unique Buildings and Structures; JSC Research Center of Construction, Associate Prof., Department of Metal and Wooden Structures

2nd Institutskaya str., 6, bld. 1, Moscow, 109428;

Yaroslavskoye Shosse, 26, Moscow, 129337

tel.: +7 (499) 170-10-87



D. Yu. Konyashin
Research Institute of Building Constructions (TSNIISK) named after V.A. Koucherenko, JSC Research Center of Construction
Russian Federation

Dmitry Yu. Konyashin, Researcher, Laboratory of Reconstruction, Standardization, and Monitoring of Unique Buildings and Structures

2nd Institutskaya str., 6, bld. 1, Moscow, 109428

tel.: +7 (925) 271-00-10



M. M. Berezin
Novosibirsk Department of Aerodynamics of Buildings, Research and Development and Construction Company «UNIKON»
Russian Federation

Maxim M. Berezin, Head of Laboratory, Laboratory of Structural Aerodynamics

Pritomskaya embankment str., 13, off. 21, Kemerovo, 650000

 



References

1. SP 20.13330.2016. Loads and impacts. Updated version of SNiP 2.01.07-85* (with Amendments No. 1, No. 2 and No. 3, No. 4). [internet]. Available at: https://docs.cntd.ru/document/456044318 (in Russian).

2. SP 131.13330.2020. Construction climatology. Moscow: Standartinform Publ.; 2021 (in Russian).

3. Mikulin V.B., Odessky P.D., Lebedeva I.V., et al. Covering of the Large Sports Arena of the Luzhniki Stadium (design, research and construction). Moscow: Forte Publ.; 1998 (in Russian).

4. Farfel M.I., Gukova M.I., Konyashin D.Yu., et al. In particular, reconstruction of the Large Sports Arena of the Luzhniki Stadium for the 2018 FIFA World Cup. Vestnik NIC Stroitel’stvo = Bulletin of Science and Research Center of Construction. 2017;(3):74–92 (in Russian).

5. Farfel M.I. Ensuring trouble-free operation of the unique long-span covering of the Large Sports Arena of the Olympic stadium “Luzhniki”. Stroitel’naya mekhanika i raschet sooruzhenii = Structural Mechanics and Analysis of Constructions. 2012;(6):56–61 (in Russian).

6. Mikulin V.B., Popov N.A., Otstanov V.A., Farfel M.I. Calculation of the coverage of the Large sports arena of the Olympic complex “Luzhniki”. Seismostoikoe stroitel’stvo = Earthquake engineering. 2003;(6):38–42 (in Russian).

7. Mikulin V.B., Farfel M.I., Khandzhi A.V. Covering the Large sports arena of the Olympic Complex in Luzhniki. V.A. Koucherenko TSNIISK 80 years old. Collection of articles. Moscow: V.A. Koucherenko TSNIISK; 2007. P. 46–55 (in Russian).

8. Mikulin V. B., Khandzhi A.V. Design and construction of mayor sports arena in Luzhniki. Moscow. In: Spatial Structures in new and Renovation project of Buildings and constructions (International congress ICSS-98, june 22–26 1998. Moscow. Russia). Moscow; 1998. Р. 113–114.

9. ISO 4355:2013. Bases for design of structures — Determination of snow loads on roofs. Published in Switzerland; 2013.

10. CEN. Eurocode 1: Actions on structures. – Part 1.3. Snow Loads. CEN Central Secretariat Brussels: CEN Central Secretariat; 2003.

11. ASCE Standard ASCE/SEI 7–10. Minimum Design Loads for Buildings and Other Structures. American Society of Civil Engineers; 2010.

12. Canadian Commission on Building and Fire Codes. National Building Code of Canada: 2015. National Research Council of Canada; 2015. https://doi.org/10.4224/40002005

13. Gumbel E.J. Statistics of extremes. New York: Columbia University Press; 1958. https://doi.org/10.7312/gumb92958

14. Otstavnov V.A., Lebedeva I.V. The new map of ground snow loads for Russian building code. In: Snow Engineering V. Proceedings of the fifth international conference on snow engineering, 5–8 July 2004, Davos, Switzerland. Davos, 2005. London: Taylor & Francis Group; 2004. P. 157–162.

15. Nazarov Yu.P., Lebedeva I.V., Popov N.A. Regional rationing of snow loads in Russia. Stroitel’naya mekhanika i raschet sooruzhenii = Structural Mechanics and Analysis of Constructions. 2006;(3):71–77 (in Russian).

16. Popov N.A., Lebedeva I.V., Bogachev D.S., Berezin M.M. Wind and snow loads on long-span coatings. Promyshlennoe i grazhdanskoe stroitel’stvo = Industrial and Civil Engineering. 2016;(12):50–55 (in Russian).

17. Lebedeva I.V., Maslov A.V., Berezin M.M. Experimental researches for assignment of snow loads design parameters. Vestnik NIC Stroitel’stvo = Bulletin of Science and Research Center of Construction. 2020;25(2):66–76 (in Russian). https://doi.org/10.37538/2224-9494-2020-2(25)-66-76


Review

For citations:


Lebedeva I.V., Farfel M.I., Konyashin D.Yu., Berezin M.M. Experimental study of snow load distribution on a shell of the Grand Sports Arena of Luzhniki Olympic Complex. Bulletin of Science and Research Center of Construction. 2022;35(4):40-61. (In Russ.) https://doi.org/10.37538/2224-9494-2022-4(35)-40-61

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ISSN 2224-9494 (Print)
ISSN 2782-3938 (Online)