Continual model and dynamic calculation of buildings under seismic impacts

Continuum plate model in the form of a cantilever anisotropic plate developed in the framework of the bimoment theory of plates describing seismic oscillations of buildings is proposed in this paper as a dynamic model of a building. Formulas for the reduced moduli of elasticity, shear and density of...

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Main Authors: Usarov M. K., Ayubov G. T., Usarov D. M.
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2020/25/matecconf_icmtmte2020_04011.pdf
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author Usarov M. K.
Ayubov G. T.
Usarov D. M.
author_facet Usarov M. K.
Ayubov G. T.
Usarov D. M.
author_sort Usarov M. K.
collection DOAJ
description Continuum plate model in the form of a cantilever anisotropic plate developed in the framework of the bimoment theory of plates describing seismic oscillations of buildings is proposed in this paper as a dynamic model of a building. Formulas for the reduced moduli of elasticity, shear and density of the plate model of a building are given. Longitudinal oscillations of a building are studied using the continuum plate and box-like models of the building with Finite Element Model. Numerical results are obtained in the form of graphs, followed by their analysis.
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spelling doaj.art-03b97125ce96457ab05b485bf673f48c2022-12-21T19:05:08ZengEDP SciencesMATEC Web of Conferences2261-236X2020-01-013290401110.1051/matecconf/202032904011matecconf_icmtmte2020_04011Continual model and dynamic calculation of buildings under seismic impactsUsarov M. K.Ayubov G. T.Usarov D. M.Continuum plate model in the form of a cantilever anisotropic plate developed in the framework of the bimoment theory of plates describing seismic oscillations of buildings is proposed in this paper as a dynamic model of a building. Formulas for the reduced moduli of elasticity, shear and density of the plate model of a building are given. Longitudinal oscillations of a building are studied using the continuum plate and box-like models of the building with Finite Element Model. Numerical results are obtained in the form of graphs, followed by their analysis.https://www.matec-conferences.org/articles/matecconf/pdf/2020/25/matecconf_icmtmte2020_04011.pdf
spellingShingle Usarov M. K.
Ayubov G. T.
Usarov D. M.
Continual model and dynamic calculation of buildings under seismic impacts
MATEC Web of Conferences
title Continual model and dynamic calculation of buildings under seismic impacts
title_full Continual model and dynamic calculation of buildings under seismic impacts
title_fullStr Continual model and dynamic calculation of buildings under seismic impacts
title_full_unstemmed Continual model and dynamic calculation of buildings under seismic impacts
title_short Continual model and dynamic calculation of buildings under seismic impacts
title_sort continual model and dynamic calculation of buildings under seismic impacts
url https://www.matec-conferences.org/articles/matecconf/pdf/2020/25/matecconf_icmtmte2020_04011.pdf
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