Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Sergey V Bulushev"'
Autor:
Oleg V. Mkrtychev, Sergey V. Bulushev
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 16, Iss 2, Pp 87-94 (2020)
Relevance. By its nature, seismic action is represented by the accelerogram a pronounced multidimensional random process, generally containing six components. The calculation in the deterministic formulation does not always allow to adequately assess
Externí odkaz:
https://doaj.org/article/df5a87a7bb114098b573f6e60a2ab81e
Autor:
Sergey V Bulushev
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 14, Iss 5, Pp 369-378 (2018)
Relevance. Modern national standards for the design of buildings and structures for seismic impacts suggest the calculation of structures in a nonlinear setting. Only linear-spectral method, which has been used and is still used, is not enough for ca
Externí odkaz:
https://doaj.org/article/3c0389abcde540cb915ce50fcb5cf376
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 14, Iss 1, Pp 70-79 (2018)
Nowadays seismic resistant structural design is based on force analysis and on representing the earthquake effect as equivalent static forces set as elastic response spectra (response spectrum method). These response spectra link the law of earth mot
Externí odkaz:
https://doaj.org/article/010dcd7a2d6d46edbba272d406bdd2e9
Autor:
Sergey V Bulushev, Oleg Mkrtychev
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 16, Iss 2, Pp 87-94 (2020)
Relevance. By its nature, seismic action is represented by the accelerogram a pronounced multidimensional random process, generally containing six components. The calculation in the deterministic formulation does not always allow to adequately assess
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7c0f02593347197ff5207ce201b76520
http://journals.rudn.ru/structural-mechanics/article/viewFile/23593/18148
http://journals.rudn.ru/structural-mechanics/article/viewFile/23593/18148
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 14, Iss 1, Pp 70-79 (2018)
Nowadays seismic resistant structural design is based on force analysis and on representing the earthquake effect as equivalent static forces set as elastic response spectra (response spectrum method). These response spectra link the law of earth mot
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::85bf9ac67c55c506f626f0897dde385e
http://journals.rudn.ru/structural-mechanics/article/view/17797
http://journals.rudn.ru/structural-mechanics/article/view/17797
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 365:042039
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d4c82b956cee4f421dcca18db4735196
https://doi.org/10.1088/1757-899x/365/4/042039
https://doi.org/10.1088/1757-899x/365/4/042039
Publikováno v:
Stroitel’stvo: Nauka i Obrazovanie, Iss 2, p 1 (2014)
To estimate the influence of physical and geometric nonlinearity under seismic oscillations the authors used the model of 44-storied building calculation scheme. As a result the following tasks were solved: elastic dynamic analysis; consideration of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d20beb18a767bf37add9be32725a94bc
https://doi.org/10.22227/2305-5502.2014.2.1
https://doi.org/10.22227/2305-5502.2014.2.1