Zobrazeno 1 - 10
of 10
pro vyhledávání: '"T. R. Rashidov"'
Publikováno v:
International Applied Mechanics. 57:490-496
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c442b1bf3871160831db41411f86a260
https://doi.org/10.1007/s10778-021-01100-7
https://doi.org/10.1007/s10778-021-01100-7
Publikováno v:
International Applied Mechanics. 55:229-238
The transverse motions of an underground pipeline located in water-saturated fine-grained soil are studied using the developed models of interaction in the pipeline–soil system. Generally, this process should be described by a system of nonlinear e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::13f1e02e8de5d2216b52af5bef435395
https://doi.org/10.1007/s10778-019-00953-3
https://doi.org/10.1007/s10778-019-00953-3
Publikováno v:
Soil Mechanics and Foundation Engineering. 55:243-248
The stress-strain state of underground pipelines three-dimensional seismic loading in the form of a damped sinusoid is studied. The results of the variation of the normal and tangential stresses as well as the intensity of the normal and tangential s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8d8ff97e776e8265173579364dd7c202
https://doi.org/10.1007/s11204-018-9533-1
https://doi.org/10.1007/s11204-018-9533-1
Autor:
T. R. Rashidov, E. V. An
Publikováno v:
Soil Mechanics and Foundation Engineering. 54:76-80
The paper presents an analysis of buckling stability of underground engineering life-support systems, located in water-saturated soils. Analytical and numerical(FEM) solutions are presented and shown to agree well. The influence of soil rheological p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8465cc8693022409a7fbf0bf5715544d
https://doi.org/10.1007/s11204-017-9437-5
https://doi.org/10.1007/s11204-017-9437-5
Publikováno v:
Journal of Applied Mechanics and Technical Physics. 57:1126-1132
The previously proposed method of one-dimensional deformation of soil is used to solve the problems of joint seismic vibrations of an underground pipeline and elastic soil under nonideal contact conditions assuming that there is sliding at the interf
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::364b520cb260280ab775f1b1b48a046e
https://doi.org/10.1134/s0021894416060213
https://doi.org/10.1134/s0021894416060213
Autor:
T. R. Rashidov, N.A. Nishonov
Publikováno v:
Soil Mechanics and Foundation Engineering. 53:196-201
The dependence of the coefficient of interaction between a polymer pipe and soil on soil moisture is determined experimentally. Variable coefficients corresponding to certain cases of moisture distribution are approximated. Based on variable coeffici
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::723d2d300538f839ea0d785b6c5a1dc9
https://doi.org/10.1007/s11204-016-9385-5
https://doi.org/10.1007/s11204-016-9385-5
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 913:022026
The arrivals of high intensity seismic Rayleigh and Rayleigh – Lamb waves to the buildings and structures with a relatively large footprint are analysed. The most frequent cases of the foundation structures’ fracture and damage are discussed. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1407737c286e7cf0d79a23cd2e9da53f
https://doi.org/10.1088/1757-899x/913/2/022026
https://doi.org/10.1088/1757-899x/913/2/022026
Autor:
T. R Rashidov, D. A Bekmirzaev
Publikováno v:
Izvestiya MGTU MAMI. 9:100-105
In this article are considered some problems of oscillations of complex systems of underground pipelines under seismic loading. The resulting system of equations is solved by the finite difference of the second order of accuracy. The program is based
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::66bce8036b8dcbaec56e20357c7341e2
https://doi.org/10.17816/2074-0530-67073
https://doi.org/10.17816/2074-0530-67073
Autor:
T. R. Rashidov, E. V. An
Publikováno v:
Mechanics of Solids. 50:305-317
We suggest a rheological model of interaction between the pipeline and water-saturated fine-grained soil under the assumption that soil has viscous properties. The dynamic stability of underground pipelines interacting with such soils is investigated
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::173f73ab384cb6942534b4131f717165
https://doi.org/10.3103/s0025654415030073
https://doi.org/10.3103/s0025654415030073
Autor:
T. R. Rashidov, Ya. Mubarakov
Publikováno v:
Soil Mechanics and Foundation Engineering. 29:213-216
Solutions are presented for seismodynamic problems of underground structures which are based on two different approaches: wave dynamics and dynamic theory of earthquake resistance. The results of these investigations are used for solution of problems
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8467cdb1b99832fea73a8e7d6ec590e3
https://doi.org/10.1007/bf02125536
https://doi.org/10.1007/bf02125536