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- BUILDING STRUCTURES, BUILDINGS AND FACILITIES
- Experience In The Use Of Automated Monitoring Stations At Unique Construction Sites
- UDC 624.07:69.058 DOI: 10.33622/0869-7019.2021.12.06-14
Vladimir V. GURIEV1, e-mail: 89150902767@mail.ru
Viktor V. GRANEV2, e-mail: granev@cniipz.ru
Alexander N. DMITRIEV3, e-mail: alexander.dmitriev@inbox.ru
Vladimir M. DOROFEEV4, e-mail: vmd2021@yandex.ru
Nikolay G. KELASYEV2, e-mail: kelasyev@mail.ru
Dmitriy A. LYSOV2, e-mail: ld.mnipitep@rambler.ru
1 Central Research and Design Institute of the Ministry of Construction, Housing and Communal Services of the Russian Federation, prospekt Vernadskogo, 29, Moscow 119331, Russian Federation
2 Central Scientific Research and Project Experimental Institute of Industrial Buildings and Constructions, Dmitrovskoe shosse, 46, korp. 2, Moscow 127238, Russian Federation
3 Plekhanov Russian University of Economics, Stremyanny pereulok, 36, Moscow 117997, Russian Federation
4 Specialized Scientific and Technical Enterprise "Profing", ul. Gostinichnaya, 7A, Moscow 127106, Russian Federation
Abstract. The article is devoted to the analysis of the experience of using automated monitoring stations at unique construction sites. The normative base and technical solutions of systems for monitoring the technical condition of unique buildings and structures are analyzed. The results of the features of the use of monitoring stations for the technical condition of high-rise buildings and buildings with long-span structures are presented. It is noted that methods based on the analysis of transfer functions of various parts of the building are used to monitor the condition of high-rise objects. It is established that the methods of monitoring the stress-strain state of large-span structures of buildings should make it possible to compare the current values with those previously obtained by the corresponding controlled parameter of a specific building structure, and also with values calculated using mathematical modeling for various cases of loading of a building structure, characterizing its maximum design load-bearing capacity. The features of monitoring stations for unique buildings built in seismic areas of the country are given. The methodology of designing such stations, domestic hardware and software for modern monitoring stations of the technical condition of unique buildings and structures are presented.
Key words: unique buildings and structures, monitoring of technical condition of buildings, monitoring stations, design methodology, hardware, software. - REFERENCES
1. International Building Code. USA, 2003. 656 p.
2. DIN 1055-4-1986. Design loads for building, imposed loads. Wind loads on structures unsusceptible to vibration. 1986. 30 p.
3. Katcenbah R., SHmitt A., Ramm Ch. Basic principles of design and monitoring of high-rise buildings in Frankfurt am Main. Cases from practice. Rekonstrukciya gorodov i geotekhnicheskoe stroitel'stvo, 2005, no. 9, pp. 80-99. (In Russian).
4. Cyushen Li, Koulun Thon, Inhou He et al. Integrated monitoring system SHM. Vysotnye zdaniya, 2018, no. 3, pp. 112-122. (In Russian).
5. Guriev V. V., Dorofeev V. M., Lysov D. A., Akbiev R. T. Fundamentals of monitoring of structural objects using analysis of changes in their dynamic parameters. Academia. Arhitektura i stroitel'stvo, 2021, no. 3, pp. 89-100. (In Russian).
6. Kelasiev N. G. Features of design and construction of a multifunctional sports complex - football stadium for 45000 spectators in Rostov-on-Don. Promyshlennoe i grazhdanskoe stroitel'stvo, 2018, no. 6, pp. 17-23. (In Russian).
7. Granev V. V., Leykina D. K., Motorin V. V. Football stadiums for the 2018 World Cup. Traditions and innovations. Arhitektura, stroitel'stvo, dizayn, 2011, no. 4, pp. 10-13. (In Russian).
8. Guriev V. V., Dorofeev V. M., Lysov D. A. Experience in the design of automated systems for monitoring the technical condition of buildings and structures with large span structures. Sb. tr. V mezhdunar. nauchn.- prakt. konf. "Strojbezopasnost'-2007" [Proc. of the V International scientific and practical conference "Building Safety-2007" (Moscow, November 21-22)]. Moscow, 2007, pp. 22-26. (In Russian).
9. Dorofeev V. M., Duzinkevich M. S., Naz'mov N. V., Lysov D. A. Experience in the design of stationary automated monitoring of the technical condition of high-rise buildings. Promyshlennoe i grazhdanskoe stroitel'stvo, 2007, no. 5, pp. 32-34. (In Russian).
10. Guriev V. V., Dorofeev V. M., Katrenko V. G., Lysov D. A., Naz'mov N. V. Experience of using an automated station for monitoring the deformation state of SMDS-V at city facilities. Materialy V mezhdunar. konf.-vystavki "Unikal'nye i special'nye tekhnologii v stroitel'stve" (UST-Build 2008) [Materials of the V International Conference-exhibition "Unique and special technologies in construction" (UST-Build 2008)]. Moscow, 2008, pp. 36-41. (In Russian).
11. Zvezdov A. I., Guriev V. V., Dorofeev V. M. The experience of the Russian Engineering Academy and the State Unitary Enterprise MNIITEP in the field of monitoring the safety of building structures. Zhurnal-katalog "Stroitel'naya bezopasnost'-2007", 2007, pp. 24-27. (In Russian). - For citation: Guriev V. V., Granev V. V., Dmitriev A. N., Dorofeev V. M., Kelasyev N. G., Lysov D. A. Experience in the Use of Automated Monitoring Stations at Unique Construction Sites. Promyshlennoe i grazhdanskoe stroitel'stvo [Industrial and Civil Engineering], 2021, no. 12, pp. 6-14. (In Russian). DOI: 10.33622/0869-7019.2021.12.06-14.
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