EARTHQAUKE OF BUILDINGS AND STRUCTURES: REGULATORY "MUST-DO" OR SCIENTIFICALLY SUBSTANTIATED RESULTS

Within the present article the problem of selection and substantiation of “compensating measures” to provide earthquake resistance of buildings and structures which have deviations from structural regulatory requirements is considered. The authors proposed and tested a theoretical approach to substantiation of earthquake resistance of buildings and structures as opposed to unreasonable utilization of seismic isolation devices. The proposed approach is demonstrated through validation of seismic resistance of the Choreographic Academy building located in Sevastopol city with the use of a numerical (finite element) analysis performed in a physically nonlinear dynamic formulation, taking into account the structural solution compensating extra factor.

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Publication Details

Journal
International Journal for Computational Civil and Structural Engineering
Published
2024-12-24
DOI
https://doi.org/10.22337/2587-9618-2024-20-4-241-252
Citations
2
Primary Topic
Geotechnical and Geomechanical Engineering
Type
article
Field-Weighted Citation Impact
0.54
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article

EARTHQAUKE OF BUILDINGS AND STRUCTURES: REGULATORY "MUST-DO" OR SCIENTIFICALLY SUBSTANTIATED RESULTS

Vladislav V. Vershinin, Alexander M. Belostotsky, Alexander I. Nagibovich, Pavel Novikov
2 citations
International Journal for Computational Civil and Structural Engineering
Geotechnical and Geomechanical Engineering
0.54
article

EARTHQAUKE OF BUILDINGS AND STRUCTURES: REGULATORY "MUST-DO" OR SCIENTIFICALLY SUBSTANTIATED RESULTS

Vladislav V. Vershinin, Alexander M. Belostotsky, Alexander I. Nagibovich, Pavel Novikov
article en
2 citations

Abstract

Within the present article the problem of selection and substantiation of “compensating measures” to provide earthquake resistance of buildings and structures which have deviations from structural regulatory requirements is considered. The authors proposed and tested a theoretical approach to substantiation of earthquake resistance of buildings and structures as opposed to unreasonable utilization of seismic isolation devices. The proposed approach is demonstrated through validation of seismic resistance of the Choreographic Academy building located in Sevastopol city with the use of a numerical (finite element) analysis performed in a physically nonlinear dynamic formulation, taking into account the structural solution compensating extra factor.

International Journal for Computational Civil and Structural EngineeringVol. 20(4)
Moscow State University of Civil Engineering (RU)
Sustainable cities and communities
Openalex Percentile: Top 37%
Geotechnical and Geomechanical Engineering
0.54
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