Features of structural adaptability of polymer composite coatings
U Ziyamukhamedova, A Djumabaev… - E3S Web of …, 2021 - e3s-conferences.org
Coatings based on thermosetting and thermoplastic polymer binders using mechanically
activated silicate fillers from local natural raw materials (from Koytash deposit), activated on …
activated silicate fillers from local natural raw materials (from Koytash deposit), activated on …
[HTML][HTML] Spatial stress state and dynamic characteristics of earth dams
MM Mirsaidov, ES Toshmatov - Magazine of Civil Engineering, 2019 - cyberleninka.ru
Strength assessment of earth dams is mainly conducted using a plane design scheme,
which does not always lead to adequate results. In this paper, it is proposed to assess the …
which does not always lead to adequate results. In this paper, it is proposed to assess the …
Dynamics of a viscoelastic plate carrying concentrated mass with account of physical nonlinearity of material. Part 1. Mathematical model, solution method and …
MM Mirsaidov, RA Abdikarimov… - PNRPU Mechanics …, 2019 - ered.pstu.ru
In dynamic calculations of thin-walled structures, an account of nonlinear viscoelastic
properties of material plays an important role in a reliable assessment of the strength …
properties of material plays an important role in a reliable assessment of the strength …
Building oscillations based on a plate model
M Usarov, G Ayubov, G Mamatisaev… - IOP Conference …, 2020 - iopscience.iop.org
The paper is devoted to the numerical solution of the problem of transverse oscillations of a
multi-storey building within the framework of a continuous plate model under seismic effects …
multi-storey building within the framework of a continuous plate model under seismic effects …
Numerical approach for structural analysis of Metro tunnel station
M Miralimov, S Normurodov… - E3S Web of …, 2021 - e3s-conferences.org
In this paper is presented the results of calculations of reinforced concrete structure of metro
station in the form of cupola located at the intersection of interstation tunnels. The …
station in the form of cupola located at the intersection of interstation tunnels. The …
КОЛЕБАНИЯ КОРОБЧАТОЙ КОНСТРУКЦИИ КРУПНОПАНЕЛЬНЫХ ЗДАНИЙ ПРИ ДИНАМИЧЕСКИХ ВОЗДЕЙСТВИЯХ
МК Усаров, ГИ Маматисаев - Научный форум: технические и физико …, 2019 - elibrary.ru
Статья посвящается усовершенствованию модели коробчатой конструкции зданий,
учитывающей силы и моменты в зонах контактного взаимодействия балочных и …
учитывающей силы и моменты в зонах контактного взаимодействия балочных и …
[HTML][HTML] Strength of earth dams considering elastic-plastic properties of soil
M Mirziyod, S Tahirjon, Y Javlon - Magazine of Civil Engineering, 2021 - cyberleninka.ru
The paper provides a detailed analysis of known publications devoted to various models
and methods, as well as the results of the study of the stress state of structures, taking into …
and methods, as well as the results of the study of the stress state of structures, taking into …
Assessment of dynamic behaviour of earth dams taking into account large strains
This paper presents the results of the assessment and prediction of the dynamic behavior of
earth dams of various heights, taking into account large strains (geometric nonlinearity) and …
earth dams of various heights, taking into account large strains (geometric nonlinearity) and …
Seismodynamics of Underground Pipelines Under Viscous-Elastic-Plastic Interaction with Soil.
RB Khusainov, BB Khusainova - Soil Mechanics & …, 2023 - search.ebscohost.com
The solution to the problems of longitudinal vibration of an underground pipeline is
considered, taking into account the linear and nonlinear viscous–elastic–plastic interaction …
considered, taking into account the linear and nonlinear viscous–elastic–plastic interaction …
Numerical methods in the study of seismic dynamics of underground pipelines
D Bekmirzaev, I Mirzaev, N Mansurova… - IOP conference …, 2020 - iopscience.iop.org
A system of equations describing the oscillations of a rectilinear pipeline that interacts with
the surrounding soil in the case of seismic action functioning in an arbitrary direction is …
the surrounding soil in the case of seismic action functioning in an arbitrary direction is …