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Procedia Structural Integrity
Article . 2018 . Peer-reviewed
License: CC BY NC ND
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Procedia Structural Integrity
Article
License: CC BY NC ND
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Machinery - Repository of the Faculty of Mechanical Engineering, University of Belgrade
Conference object . 2018
Data sources: Machinery - Repository of the Faculty of Mechanical Engineering, University of Belgrade
https://dx.doi.org/10.1016/j.p...
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Geotechnical aspects on seismic retrofit

descriptionPublicationkeyboard_double_arrow_right Article , Conference object 01 Jan 2018 Serbia English Publisher:Elsevier BVJournal:Procedia Structural Integrity, volume 13, pages 410-414 (issn: 2452-3216, Copyright policy )
Authors: Žugić, Željko; Sedmak, Simon; Folić, Boris;

doi: 10.1016/j.prostr.2018.12.068

Geotechnical aspects on seismic retrofit

Abstract

Abstract In the paper numerical analysis of foundation of damaged masonry structure using finite element method is presented. Retrofitting of those structures has been performed using technology DC90. By retrofit design, the foundation structure is confined with the foundation collar, connected by anchors and in which the vertical stiffening elements are anchored. Numerical quantification of benefit of seismic retrofit of building foundation in terms of future excitations was done. Additionally, the soil-structure interaction issue has been addressed

Country
Serbia
Related Organizations
Keywords

Seismic retrofit, fonudation

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
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