Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Dmitry S. Dmitriev"'
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
Autor:
Alexander M. Belostotsky, Pavel A. Akimov, Dmitry S. Dmitriev, Andrey S. Pavlov, Yulia N. Dyadchenko, Alexander I. Nagibovich
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 15, Iss 4, Pp 251-260 (2019)
Aims of research. The article is devoted to actual problems of computational analysis of stress-strain state, strength and stability of load-bearing structures with allowance for the main and special combinations of loads and impacts, comparison of t
Externí odkaz:
https://doaj.org/article/d3335ff4e64f418d9f7615f5dcbcc899
Autor:
Alexander M. Belostotsky, Pavel A. Akimov, Andrey A. Aul, Dmitry S. Dmitriev, Yulia N. Dyadchenko, Alexander I. Nagibovich, Konstantin I. Ostrovsky, Andrey S. Pavlov
Publikováno v:
Academia: Архитектура и строительство, Iss 3 (2018)
It is obvious that contemporary design and construction of unique buildings and structures is unthinkable without mathematical (numerical) and computer modelling and advanced analysis ofload-bearing structures under various kinds ofloads and impacts.
Externí odkaz:
https://doaj.org/article/c74f67a532dc4614b788a8355732e6a3
Autor:
Dmitry S. Dmitriev
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 14, Iss 1 (2018)
In the article, the results of approbation of the developed technique of the refined numerical simula-tion of the dynamic stress-strain state of the three-dimensional system “ground base (earth foundation) – reser-voir – construction of the pre
Externí odkaz:
https://doaj.org/article/c7a72a872a8c43deba7e87acecbfd560
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 13, Iss 3 (2017)
At present, as is known, there are many methods of reduction of computational dimension of problems of structural analysis within finite element method (FEM), including the reduction of the dimensions of the mass matrix and the stiffness matrix of th
Externí odkaz:
https://doaj.org/article/8a099cc9556a47d0be59a6bfa23273b4
Publikováno v:
International Journal of Hydrogen Energy.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::acc3b83ecd38e9daec8693d53a76eb10
https://doi.org/10.1016/j.ijhydene.2023.01.351
https://doi.org/10.1016/j.ijhydene.2023.01.351
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:
Konstantin I. Ostrovsky, Yulia N. Dyadchenko, Andrey A. Aul, Dmitry S. Dmitriev, Andrey S. Pavlov, Alexander I. Nagibovich, Alexander M. Belostotsky, Pavel A. Akimov
Publikováno v:
Academia: Архитектура и строительство, Iss 3 (2018)
It is obvious that contemporary design and construction of unique buildings and structures is unthinkable without mathematical (numerical) and computer modelling and advanced analysis ofload-bearing structures under various kinds ofloads and impacts.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::87e5bbdcda93bee5fe82725966e2088f
https://doi.org/10.22337/2077-9038-2018-3-118-129
https://doi.org/10.22337/2077-9038-2018-3-118-129
Publikováno v:
Materials Science Forum. 931:91-99
This paper is devoted to actual problems of seismic analysis of underground structures. Brief classification and overview of corresponding methods of analysis (force-based methods, displacement-based methods, numerical methods of seismic analysis of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::22134212b47dacf341c2bf2d19cc7dd3
https://doi.org/10.4028/www.scientific.net/msf.931.91
https://doi.org/10.4028/www.scientific.net/msf.931.91
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