Free oscillations of three-layered plates

Abdikarimov, Rustamkhan; Usarov, M.; Khamidov, S.; Koraboshev, O.; Nasirov, Ismoil; Nosirov, Abdurakhmon

doi:10.1088/1757-899x/883/1/012058

Cited by 14 publications

(3 citation statements)

References 21 publications

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“…The authors of this article have performed several works using the theory of thin plates [6][7][8] and the bimoment theory of thick plates [9][10][11][12][13][14]. Scientific articles [6][7][8] are devoted to improving the box-shaped model of the building structure, considering the contact conditions between the elements of the panel and beams.…”

Section: Introductionmentioning

confidence: 99%

Calculation of compelled fluctuations of panel buildings

2023

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The article discusses the dynamic calculation of the elements of the box structure of buildings under the action of seismic effects, taking into account the spatial work of the box elements, given by the displacement of their lower part according to a sinusoidal law. The equations of motion for each of the plate and beam elements of the box structure of the building are constructed based on the Kirchhoff-Love theory. Expressions for the forces, moments, and stresses of the plate elements, which balance the box elements' displacement, the boundary conditions, and the conditions of full contact through displacements and force factors in the contact zones of the plate and beam elements, are compiled. The general solution to the problem is constructed by decomposing the movement of box elements according to their shapes using the finite difference method. The calculation results are shown in graphs for the height of the box of bending moments, plate elements working in bending, and shear stresses of plate elements.

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Section: Introductionmentioning

confidence: 99%

Calculation of compelled fluctuations of panel buildings

2023

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“…Studies in [1,2] are devoted to the numerical solution of the problem of transverse and longitudinal vibrations of buildings and structures based on a plate model developed within the framework of the bimoment theory of plates. Using the developed model, the problems of transverse and longitudinal vibrations of buildings and structures were solved in [3,4] within the framework of the bimoment theory of plates.…”

Section: Introductionmentioning

confidence: 99%

Comparability of estimates of the impact of gunpowder and gas-dynamic explosions on the stability of buildings and structures

2021

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A brief description of natural and artificial influences influencing the stability of buildings and structures is presented. Studying the seismic resistance of buildings and structures designed, under construction, erected, and in operation requires time to wait for seismic activity, which is not permissible; costs of manpower and resources, which is inappropriate. In this regard, a working hypothesis has been put forward that by artificially acting on soils with the help of detonation wave energy, it will be possible to induce vibrations, with the help of which it will be possible to study the behavior of building structures put into operation, the entire building and structure as a whole. The goal is set: - to investigate the behavior of structures under construction and in the operation of buildings and structures that perceive artificial vibrations caused by the detonation unit by acting on soils. To achieve this goal, tasks have been identified. A detonation (blast) wave is taken as a "tool" for force action. The theoretical foundations of the experiment are briefly presented and the developed scheme of a detonation tube and a shock wave with a general view of the installation causing detonation wave energy. A brief technique for carrying out field experiments is presented.

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“…[13], [14] are devoted to the numerical solution of the problem of transverse and longitudinal vibrations of buildings and structures based on a plate model developed within the framework of the bimoment theory of plates. The problems of transverse and longitudinal vibrations of buildings and structures are solved using the developed model within the bimoment theory of plates [15], [16].…”

Section: Introductionmentioning

confidence: 99%

Calculation methods for plate and beam elements of box-type structure of building

2021

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The article is devoted to the dynamic calculation of the box-type structure of buildings for seismic resistance, taking into account the spatial work of the box elements under the influence of dynamic impact. The development of spatial calculations and the study of vibrations of elements of box-type structures, considering various factors, is an urgent problem of structural mechanics. In this article, a mathematical model and a numerical-analytical method were developed to solve the problem of dynamics using the finite difference method and expand the solution in terms of natural vibration modes in the spatial setting for the elements of box-type structures under the kinematic impact. The steady-state forced vibrations of box-type structures under stationary harmonic influences applied to the structure foundation are investigated, and the areas are identified where the greatest values of shearing forces and bending moments occur under harmonic influences.

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Free oscillations of three-layered plates

Cited by 14 publications

References 21 publications

Calculation of compelled fluctuations of panel buildings

Calculation of compelled fluctuations of panel buildings

Comparability of estimates of the impact of gunpowder and gas-dynamic explosions on the stability of buildings and structures

Calculation methods for plate and beam elements of box-type structure of building

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