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...
Main Authors: | , , |
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Format: | Article |
Language: | English |
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EDP Sciences
2020-01-01
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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. |
first_indexed | 2024-12-21T11:47:18Z |
format | Article |
id | doaj.art-03b97125ce96457ab05b485bf673f48c |
institution | Directory Open Access Journal |
issn | 2261-236X |
language | English |
last_indexed | 2024-12-21T11:47:18Z |
publishDate | 2020-01-01 |
publisher | EDP Sciences |
record_format | Article |
series | MATEC Web of Conferences |
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 |
work_keys_str_mv | AT usarovmk continualmodelanddynamiccalculationofbuildingsunderseismicimpacts AT ayubovgt continualmodelanddynamiccalculationofbuildingsunderseismicimpacts AT usarovdm continualmodelanddynamiccalculationofbuildingsunderseismicimpacts |