Methodology for Assessing the Technical Condition of Buildings and Structures Using the Reliability Criterion

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Abstract:

As a result of the design and construction of buildings and structures, the level of reliability of the construction structure or construction object as a whole is formed. The reliability specified in the project does not remain constant, but changes over time as a result of the imperfection of the design model of the building, inaccuracies of installation, as well as during the accumulation of defects and damage to the building during its use. Currently, the scope of work related to the assessment of the technical condition of buildings is constantly increasing. This is due not only to the increasing number of operated structures, but also an increase in safety requirements and an increase in the qualitative characteristics of buildings. The article proposes to maintain a unified approach to the inspection of the engineering and technical condition that uses the reliability criterion for the basic structural elements of buildings and structures. In modern conditions, it is important to determine the necessary level of reliability acceptable to economic considerations and meets modern safety requirements. It is important to calculate the numerical threshold values of the categories of the technical condition of building structures to eliminate the subjective approach to the assessment of their technical condition.

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115-119

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February 2022

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[1] Dexterev D.S. Analiticheskaya ocenka vesomosti vliyaniya konstrukcionny`x parametrov sty`kov kolonn karkasny`x zdanij na nadezhnost` soedineniya. Stroitel`stvo i rekonstrukciya. 2019; (2): 11-19.

Google Scholar

[2] Sokolov, V. A. Ocenka texnicheskogo sostoyaniya stroitel`ny`x konstrukcij zdanij na osnove mnogourovnevogo veroyatnostnogo analiza / V. A. Sokolov // Inzhenerno-stroitel`ny`j zhurnal. – 2011. – № 7(25). – S. 45-51.

Google Scholar

[3] Sokolov, V. A. O porogovom znachenii pri opredelenii veroyatnostej sostoyanij stroitel`ny`x konstrukcij / V. A. Sokolov // Vestnik grazhdanskix inzhenerov. – 2013. – № 4(39). – S. 67-72.

Google Scholar

[4] Tamrazyan, A. G. Ocenka vliyaniya konstrukcionny`x parametrov na nadezhnost` platformennogo sty`ka panel`ny`x zdanij po metodu statisticheskogo modelirovaniya / A. G. Tamrazyan, D. S. Dexterev // Promy`shlennoe i grazhdanskoe stroitel`stvo. – 2016. – № 7. – S. 5-10.

Google Scholar

[5] Tamrazyan, A. G. Ocenka riska i nadezhnosti nesushhix konstrukcij i klyuchevy`x e`lementov - neobxodimoe uslovie bezopasnosti zdanij i sooruzhenij / A. G. Tamrazyan // Vestnik CzNIISK im. V.A. Kucherenko Issledovaniya po teorii sooruzhenij,. – 2009. – № 1. – S. 160-171.

Google Scholar

[6] Tamrazyan, A. G. K zadacham monitoringa riska zdanij i sooruzhenij / A. G. Tamrazyan // Stroitel`ny`e materialy`, oborudovanie, texnologii XXI veka. – 2013. – № 3(170). – S. 19-21.

Google Scholar

[7] O neobxodimosti sistemnogo podxoda k nauchny`m issledovaniyam v oblasti kompleksnoj bezopasnosti i predotvrashheniya avarij zdanij i sooruzhenij / V. N. Ponomarev, V. I. Travush, V. M. Bondarenko, K. I. Eremin // Arxitektura. Stroitel`stvo. Obrazovanie. – 2014. – № 2(4). – S. 7-16.

Google Scholar

[8] Tamrazyan, A. G. Vliyanie izmenchivosti kontroliruemyh parametrov na nadezhnost' prednapryazhennyh balok na stadii izgotovleniya / A. G. Tamrazyan, I. V. Dudina // ZHilishchnoe stroitel'stvo. – 2001. – № 1. – S. 16-17.

Google Scholar

[9] Tamrazyan, Ashot; Popov, Dmitriy. Reduce of bearing strength of the bent reinforce-concrete elements on a sloping section with the corrosive damage of transversal armature.  MATEC Web of Conferences Том: 117     Номер статьи: 00162   Опубликовано: (2017).

DOI: 10.1051/matecconf/201711700162

Google Scholar

[10] Ashot, Tamrazyan; Ekaterina, Filimonova. Searching Method of Optimization of Bending Reinforced Concrete Slabs with Simultaneous Assessment of Criterion Function and the Boundary Conditions. MATERIALS SCIENCE AND MECHANICAL ENGINEERING   Серия книг: Applied Mechanics and Materials   Том: 467   Стр.: 404-409   Опубликовано: (2014).

DOI: 10.4028/www.scientific.net/amm.467.404

Google Scholar

[11] Tamrazyan, A., Avetisyan, L. Comparative analysis of analytical and experimental results of the strength of compressed reinforced concrete columns under special combinations of loads. (2016) MATEC Web of Conferences, 86, статья № 01029.

DOI: 10.1051/matecconf/20168601029

Google Scholar

[12] Tamrazyan, A. G. Ocenka nadezhnosti zhelezobetonnyh konstrukcij, usilennyh ugleplastikovym vneshnim armirovaniem / A. G. Tamrazyan, N. V. Fedorova // Izvestiya vysshih uchebnyh zavedenij. Tekhnologiya tekstil'noj promyshlennosti. – 2016. – № 6(366). – S. 226-231.

Google Scholar

[13] Rajzer, V. D. Teoriya nadezhnosti sooruzhenij / V. D. Rajzer ; V. D. Rajzer. – Moskva : Izd-vo Associacii stroitel`ny`x vuzov, 2010. – 383 s. – ISBN 9785930937398.

Google Scholar

[14] Tamrazyan, A. G. Ocenka nadezhnosti konstruktivny`x sistem zdanij s rezervirovaniem / A. G. Tamrazyan, O. A. Koval`chuk // Izvestiya Yugo-Zapadnogo gosudarstvennogo universiteta. – 2011. – № 5-2(38). – S. 206-209.

Google Scholar

[15] Vedyakov I.I., Konin D.V., Artamonov V.A. O neobxodimosti aktualizacii GOST 31937-2011 s uchetom obobshheniya opy`ta obsledovanij // Promy`shlennoe i grazhdanskoe stroitel`stvo. 2020. № 10. S. 101-110.

Google Scholar

[16] Zdaniya i sooruzheniya. Pravila obsledovaniya i monitoringa texnicheskogo sostoyaniya: GOST 31937-2011.

Google Scholar