Please use this identifier to cite or link to this item: https://repository.hneu.edu.ua/handle/123456789/38111
Title: Modelling of inhomogeneous shell elements deformation under static and dynamic actions
Authors: Smetankina N. V.
Ivanova A. V.
Misiura S. Yu.
Misiura Ie. Yu.
Keywords: stress-strain state
shock-absorbing elements
mathematical model
dome- type shell structure
Issue Date: 2025
Citation: Smetankina N. V. Modelling of inhomogeneous shell elements deformation under static and dynamic actions / N.V. Smetankina, A.V. Ivanova, S.Yu. Misiura and other // Молодь і технічний прогрес в АПК : матеріали XX міжнародної науково-практичної конференції, 26–27 листопада 2025 р. : тези допов. – Харків : Дер-жавний біотехнологічний університет, 2025. – С. 353 – 356.
Abstract: A mathematical model is proposed to study the influence of the characteristics of shock-absorbing elements on the stress–strain state of reinforced concrete shells with cutouts under the action of the vertical component of a seismic wave. A practical criterion is formulated for determining the optimal values of the parameters of viscoelastic shock-absorbing elements, based on a comparison of the amplitude–frequency characteristics of a seismic wave and a shock-absorbed foundation slab in the cases of periodic and limiting aperiodic motion.
URI: https://repository.hneu.edu.ua/handle/123456789/38111
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