I Safarov, M Teshaev, E Toshmatov… - IOP conference …, 2020 - iopscience.iop.org
In this paper, we consider the natural vibrations of inhomogeneous mechanical systems, ie, cylindrical bodies located in a deformable viscoelastic medium. The theory and methods for …
M Mirsaidov, I Safarov, M Teshaev - E3S Web of Conferences, 2020 - e3s-conferences.org
In this paper the results of a study of the dynamic characteristics of thin-walled composite curved viscoelastic pipes under the influence of internal pulsating pressures is presented …
A brief analysis of calculation methods to assess underground pipeline earthquake resistance, their advantages and disadvantages are given in the paper. The analysis of the …
EY Kulikova, AG Polyankin… - Записки Горного …, 2023 - cyberleninka.ru
The underground space development is associated with the emergence of complex and dangerous situations, often leading to accidents. The condition for their development is the …
This paper is devoted to the development of a method for determining longitudinal stresses in underground pipelines under periodic dynamic load, taking into account the complex …
B Normuminov, R Abdikarimov… - IOP Conference …, 2020 - iopscience.iop.org
Viscoelastic orthotropic rectangular plates of variable thickness are considered in the paper under the effect of periodic load. It is believed that under periodic load, the plates allow …
B Normuminov, R Abdikarimov… - IOP Conference …, 2020 - iopscience.iop.org
In modern engineering and construction, thin-walled plates and shells of variable thickness, subjected to various static and dynamic loads, are widely used as structural elements …
A two-dimensional axisymmetric problem of shear wave propagation around an underground pipeline under longitudinal motion of the pipeline is solved numerically. Due to …
AG Polyankin, A Potokina… - IOP Conference Series …, 2020 - iopscience.iop.org
The surrounding buildings, topographical, engineering-geological and hydrogeological conditions of the construction site area are factors of potential geotechnical risks and …