Estimation of seismic resistance of multi-story buildings in the framework of the bimoment theory using the plate model

This article is devoted to the development of a continual layered plate model of a multi-story building to dynamically assess the seismic resistance of multi-story buildings in a spatial statement. Seismic vibrations of a building are modeled as a motion of a thick anisotropic cantilevered plate, th...

Full description

Saved in:
Bibliographic Details
Published in:E3S web of conferences 2023-01, Vol.402, p.7017
Main Authors: Usarov, M.K., Usarov, D.M., Isaev, G.U., Kurbanbaev, M.Sh, Yuldoshev, B.
Format: Article
Language:English
Citations: Items that this one cites
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:This article is devoted to the development of a continual layered plate model of a multi-story building to dynamically assess the seismic resistance of multi-story buildings in a spatial statement. Seismic vibrations of a building are modeled as a motion of a thick anisotropic cantilevered plate, the deformation of which is described on the basis of the bimoment theory of thick plates.
ISSN:2267-1242
2267-1242
DOI:10.1051/e3sconf/202340207017