Quantification of damage evolution in masonry walls subjected to induced seismicity

This paper aims to quantify the evolution of damage in masonry walls under induced seismicity. A damage index equation, which is a function of the evolution of shear slippage and opening of the mortar joints, as well as of the drift ratio of masonry walls, was proposed herein. Initially, a dataset o...

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Detalles Bibliográficos
Autores: Sarhosis, Vasilis, Dimitris, Dais, Eleni, Smyrou, Bal, Ihsan, Drougkas, Anastasios|||0000-0002-8647-9993
Tipo de recurso: artículo
Fecha de publicación:2021
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/379151
Acceso en línea:https://hdl.handle.net/2117/379151
https://dx.doi.org/10.1016/j.engstruct.2021.112529
Access Level:acceso abierto
Palabra clave:Masonry
Finite element method
Vibration
Concrete walls
Distinct element method
Cumulative damage
Induced vibrations
Crack-based damage quantification
Ram de paleta
Elements finits, Mètode dels
Murs de formigó
Àrees temàtiques de la UPC::Enginyeria civil
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spelling Quantification of damage evolution in masonry walls subjected to induced seismicitySarhosis, VasilisDimitris, DaisEleni, SmyrouBal, IhsanDrougkas, Anastasios|||0000-0002-8647-9993MasonryFinite element methodVibrationConcrete wallsMasonryDistinct element methodCumulative damageInduced vibrationsCrack-based damage quantificationRam de paletaElements finits, Mètode delsMurs de formigóÀrees temàtiques de la UPC::Enginyeria civilThis paper aims to quantify the evolution of damage in masonry walls under induced seismicity. A damage index equation, which is a function of the evolution of shear slippage and opening of the mortar joints, as well as of the drift ratio of masonry walls, was proposed herein. Initially, a dataset of experimental tests from in-plane quasi-static and cyclic tests on masonry walls was considered. The experimentally obtained crack patterns were investigated and their correlation with damage propagation was studied. Using a software based on the Distinct Element Method, a numerical model was developed and validated against full-scale experimental tests obtained from the literature. Wall panels representing common typologies of house façades of unreinforced masonry buildings in Northern Europe i.e. near the Groningen gas field in the Netherlands, were numerically investigated. The accumulated damage within the seismic response of the masonry walls was investigated by means of representative harmonic load excitations and an incremental dynamic analysis based on induced seismicity records from Groningen region. The ability of this index to capture different damage situations is demonstrated. The proposed methodology could also be applied to quantify damage and accumulation in masonry during strong earthquakes and aftershocks too.The work presented in this paper is supported by the – Seismic Monitoring, Design and Strengthening For thE GrOningen Region, Project number: RAAK.MKB09.021.Peer Reviewed20212021-09-0120222022-12-21journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/379151https://dx.doi.org/10.1016/j.engstruct.2021.112529reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Attribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/3791512026-05-27T15:37:01Z
dc.title.none.fl_str_mv Quantification of damage evolution in masonry walls subjected to induced seismicity
title Quantification of damage evolution in masonry walls subjected to induced seismicity
spellingShingle Quantification of damage evolution in masonry walls subjected to induced seismicity
Sarhosis, Vasilis
Masonry
Finite element method
Vibration
Concrete walls
Masonry
Distinct element method
Cumulative damage
Induced vibrations
Crack-based damage quantification
Ram de paleta
Elements finits, Mètode dels
Murs de formigó
Àrees temàtiques de la UPC::Enginyeria civil
title_short Quantification of damage evolution in masonry walls subjected to induced seismicity
title_full Quantification of damage evolution in masonry walls subjected to induced seismicity
title_fullStr Quantification of damage evolution in masonry walls subjected to induced seismicity
title_full_unstemmed Quantification of damage evolution in masonry walls subjected to induced seismicity
title_sort Quantification of damage evolution in masonry walls subjected to induced seismicity
dc.creator.none.fl_str_mv Sarhosis, Vasilis
Dimitris, Dais
Eleni, Smyrou
Bal, Ihsan
Drougkas, Anastasios|||0000-0002-8647-9993
author Sarhosis, Vasilis
author_facet Sarhosis, Vasilis
Dimitris, Dais
Eleni, Smyrou
Bal, Ihsan
Drougkas, Anastasios|||0000-0002-8647-9993
author_role author
author2 Dimitris, Dais
Eleni, Smyrou
Bal, Ihsan
Drougkas, Anastasios|||0000-0002-8647-9993
author2_role author
author
author
author
dc.subject.none.fl_str_mv Masonry
Finite element method
Vibration
Concrete walls
Masonry
Distinct element method
Cumulative damage
Induced vibrations
Crack-based damage quantification
Ram de paleta
Elements finits, Mètode dels
Murs de formigó
Àrees temàtiques de la UPC::Enginyeria civil
topic Masonry
Finite element method
Vibration
Concrete walls
Masonry
Distinct element method
Cumulative damage
Induced vibrations
Crack-based damage quantification
Ram de paleta
Elements finits, Mètode dels
Murs de formigó
Àrees temàtiques de la UPC::Enginyeria civil
description This paper aims to quantify the evolution of damage in masonry walls under induced seismicity. A damage index equation, which is a function of the evolution of shear slippage and opening of the mortar joints, as well as of the drift ratio of masonry walls, was proposed herein. Initially, a dataset of experimental tests from in-plane quasi-static and cyclic tests on masonry walls was considered. The experimentally obtained crack patterns were investigated and their correlation with damage propagation was studied. Using a software based on the Distinct Element Method, a numerical model was developed and validated against full-scale experimental tests obtained from the literature. Wall panels representing common typologies of house façades of unreinforced masonry buildings in Northern Europe i.e. near the Groningen gas field in the Netherlands, were numerically investigated. The accumulated damage within the seismic response of the masonry walls was investigated by means of representative harmonic load excitations and an incremental dynamic analysis based on induced seismicity records from Groningen region. The ability of this index to capture different damage situations is demonstrated. The proposed methodology could also be applied to quantify damage and accumulation in masonry during strong earthquakes and aftershocks too.
publishDate 2021
dc.date.none.fl_str_mv 2021
2021-09-01
2022
2022-12-21
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
VoR
http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://hdl.handle.net/2117/379151
https://dx.doi.org/10.1016/j.engstruct.2021.112529
url https://hdl.handle.net/2117/379151
https://dx.doi.org/10.1016/j.engstruct.2021.112529
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:UPCommons. Portal del coneixement obert de la UPC
instname:Universitat Politècnica de Catalunya (UPC)
instname_str Universitat Politècnica de Catalunya (UPC)
reponame_str UPCommons. Portal del coneixement obert de la UPC
collection UPCommons. Portal del coneixement obert de la UPC
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15,301603

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