Zobrazeno 1 - 10 of 11 pro vyhledávání: '"G. V. Sorokina"'
1
Akademický článek
About one way to integrate the equations of seismic vibrations of seismically isolated structures
Autor: A. A. Dolgaya, H. R. Zainulabidova, A. S. Mozzhukhin, Sh. Sh. Nazarova, A. A. Nazarov, G. V. Sorokina, A. M. Uzdin
Publikováno v: Вестник Дагестанского государственного технического университета: Технические науки, Vol 51, Iss 2, Pp 190-196 (2024)
Objective. The purpose of the study is to develop a new method of analyzing seismic vibrations of seismically isolated structures.Method. The structure is modeled by a system with one degree of freedom with a nonlinear stiffness characteristic. In th
Externí odkaz: https://doaj.org/article/a6783ae521e94c8486ad0d0521563507
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3
Setting the level of design inputs for the seismic stability structures
Autor: A M Uzdin, T V Ivanova, G V Sorokina, Hong Lin, Kh Kh Kurbanov, Sh Sh Nazarova
Publikováno v: Journal of Physics: Conference Series. 2388:012080
The paper deals with the task of setting the level of the design input for assessing the structure seismic resistance. An increase in the expected peak ground accelerations with the development of the earthquake engineering from 1 m/s2 to 7 m/s2 is n
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::10148257f25f6dde51fca7d750765cb7
https://doi.org/10.1088/1742-6596/2388/1/012080
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4
A simple seismic input model for estimating the seismic resistance of structures
Autor: A M Uzdin, G V Sorokina, Kh Kh Kurbanov
Publikováno v: Journal of Physics: Conference Series. 2131:032010
The paper formulates the principles for shaping the design input, in particularly that the design input is not required to be similarto the real input. It is suggested that the seismic input should be set as a sinusoidal segment. This requires that t
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::3dc815696e622aeb959e2d548e3926d1
https://doi.org/10.1088/1742-6596/2131/3/032010
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5
Methods of investigating the deformation and strength properties of clayey soils under creep
Autor: G. V. Sorokina
Publikováno v: Soil Mechanics and Foundation Engineering. 33:30-33
Methods of determining the strength and deformability of soils under creep during triaxial compression are examined. A kinematic method of determining the strength and deformability of soils with a consistency ranging from fluid to hard in accordance
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::eebad0bc18ba600e01c958618f9cfe37
https://doi.org/10.1007/bf02354283
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6
Computing the settlements of foundations placed on beds with layers of weak clayey soils
Autor: D. E. Pol'shin, S. V. Dovnarovich, M. Met-s, A. Vilo, G. V. Sorokina
Publikováno v: Soil Mechanics and Foundation Engineering. 18:146-151
1. In designing natural foundation beds with layers of weak clayey soils, the final settlements of the foundations and the settlements with time can be computed using the theories of elasticity and seepage consolidation in accordance with the method
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::4dc373dd7e0bec93d3ae6caa28cc5943
https://doi.org/10.1007/bf01711606
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