Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Sergey O. Petryashev"'
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 17, Iss 1, Pp 19-29 (2021)
An important part of scientific and technical support of civil engineering facilities at a construction stage - evaluation of influence of fluctuations from a designed geometry onto mechanical safety parameters of load-bearing metal structures - is c
Externí odkaz:
https://doaj.org/article/06bc7932d2254287ac48218aa9c951fa
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 17, Iss 1, Pp 19-29 (2021)
An important part of scientific and technical support of civil engineering facilities at a construction stage - evaluation of influence of fluctuations from a designed geometry onto mechanical safety parameters of load-bearing metal structures - is c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2173878515db1cf91c5e9d6562927cb0
https://doi.org/10.22363/1815-5235-2021-17-1-19-29
https://doi.org/10.22363/1815-5235-2021-17-1-19-29
Autor:
Alexander M. Belostotsky, Sergey O. Petryashev, Irina N. Afanasyeva, I.Yu. Lantsova, N. O. Petryashev
Publikováno v:
Procedia Structural Integrity. 6:322-329
The interaction of flexible structures with the wind flow and the possibility of the occurrence of so-called aerodynamics instability is an actual problem. The sad experience of different years has shown that the phenomenon of aerodynamics instabilit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e10e1fcd9060f13f6d678dfa48c8126
https://doi.org/10.1016/j.prostr.2017.11.049
https://doi.org/10.1016/j.prostr.2017.11.049
Autor:
Dmitry S. Dmitriev, N. O. Petryashev, Pavel A. Akimov, Sergey O. Petryashev, Alexander M. Belostotsky, Alexander I. Nagibovich
Publikováno v:
Academia: Архитектура и строительство, Iss 3 (2019)
It is assumed that the socalled "One Tower" skyscraper with a height of 403.9 meters, considered in the distinctive paper, will be located in the Moscow International Business Center (MIBC) and will become one of the tallest buildings in Europe. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9de2cacbfcdf41d0cebbea9cb985ebc2
http://aac.raasn.ru/article/view/155
http://aac.raasn.ru/article/view/155
Autor:
N. O. Petryashev, Sergey O. Petryashev, Pavel A. Akimov, Aleksandr Belostotskiy, Oleg A. Negrozov
Publikováno v:
Vestnik MGSU, Iss 4, Pp 50-68 (2015)
The given paper is devoted to strength and stability analysis of load-bearing structures of a high-rise (54-storey) building with allowance for actual positions of reinforced concrete structural members (columns and walls). Finite element method (FEM
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::afef0ee325ed1b433b5469d207404ab8
http://vestnikmgsu.ru/index.php/archive/article/download/1923
http://vestnikmgsu.ru/index.php/archive/article/download/1923
Publikováno v:
Procedia Engineering. 111:108-114
The distinctive paper is devoted to advanced methods of analysis, choice of appropriate and correct methods and software application packages for numerical simulation of external loads and impacts on the basic structures of nuclear power plants (wind
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c96dc77ba628ef227e86dfc7058b5052
https://doi.org/10.1016/j.proeng.2015.07.063
https://doi.org/10.1016/j.proeng.2015.07.063
Autor:
Irina N. Afanasyeva, Sergey I. Dubinsky, Fedor M. Kotov, Sergey O. Petryashev, Alexandr M. Belostotskiy, Sergey V. Scherbina, Vladislav V. Vershinin, Nicolay O. Petryashev
Publikováno v:
Advanced Materials Research. 1040:472-477
In accordance with results of analysis of state-of-the-art theoretical and experimental research works, analysis and synthesis of data on the impact of extreme impacts on structures of existing nuclear power plants (including NPP "Fukushima-1", Japan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d942ecf684a875b73059453e3fa710da
https://doi.org/10.4028/www.scientific.net/amr.1040.472
https://doi.org/10.4028/www.scientific.net/amr.1040.472
Autor:
Sergey O. Petryashev, Taymuraz B. Kaytukov, A S Pavlov, O S Goryachevsky, D S Dmitriev, N. O. Petryashev, A. I. Nagibovich, K I Ostrovsky, Oleg A. Negrozov, I N Afanasyeva, Yu N Dyadchenko, A S Chauskin, A M Belostosky, Sergey V. Scherbina, Vladislav V. Vershinin, P. A. Akimov, A A Aul
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 456:012001
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e064a015fab8f58b7f92909a31d17c4e
https://doi.org/10.1088/1757-899x/456/1/012001
https://doi.org/10.1088/1757-899x/456/1/012001
Autor:
Taymuraz B. Kaytukov, Pavel A. Akimov, Oleg A. Negrozov, Sergey O. Petryashev, Alexander M. Belostotsky, N. O. Petryashev
Publikováno v:
Procedia Engineering. :95-102
The distinctive paper is devoted to strength and stability analysis of loadbearing structures of Evolution Tower (high-rise 54-storey building) with allowance for actual positions of reinforced concrete structural members (columns and walls). Finite
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::63eea4ac3f153f559c8a2c043fad41a3