Numerical modeling of a church nave wall subjected to differential settlements: soil-structure interaction, time-dependence and sensitivity analysis

Historic masonry structures are particularly sensitive to differential soil settlements. These settlements may be caused by deformable soil, shallow or inadequate foundation, structural additions in the building and changes in the underground water table due to the large-scale land use change in urb...

Descripción completa

Detalles Bibliográficos
Autores: Drougkas, Anastasios|||0000-0002-8647-9993, Verstrynge, Els, Szekér, Pepijn, Heirman, Gert, Bejarano Urrego, Leidy, Giardina, Giorgia, Van Balen, Koen
Tipo de recurso: artículo
Fecha de publicación:2019
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:2117/383778
Acceso en línea:https://hdl.handle.net/2117/383778
https://dx.doi.org/10.1080/15583058.2019.1602682
Access Level:acceso abierto
Palabra clave:Finite element method
Masonry
Historic buildings
Soil-structure interaction
Structural engineering
Historic structures
Finite element modeling
Settlement-induced damage
Enginyeria d'estructures
Edificis històrics
Interacció sòl-estructura
Àrees temàtiques de la UPC::Enginyeria civil
id ES_fbcb3c4c04b26cd69e6503fea2db4bb9
oai_identifier_str oai:upcommons.upc.edu:2117/383778
network_acronym_str ES
network_name_str España
repository_id_str
spelling Numerical modeling of a church nave wall subjected to differential settlements: soil-structure interaction, time-dependence and sensitivity analysisDrougkas, Anastasios|||0000-0002-8647-9993Verstrynge, ElsSzekér, PepijnHeirman, GertBejarano Urrego, LeidyGiardina, GiorgiaVan Balen, KoenFinite element methodMasonryHistoric buildingsSoil-structure interactionStructural engineeringMasonrySoil-structure interactionHistoric structuresFinite element modelingSettlement-induced damageEnginyeria d'estructuresEdificis històricsInteracció sòl-estructuraÀrees temàtiques de la UPC::Enginyeria civilHistoric masonry structures are particularly sensitive to differential soil settlements. These settlements may be caused by deformable soil, shallow or inadequate foundation, structural additions in the building and changes in the underground water table due to the large-scale land use change in urban areas. This paper deals with the numerical modeling of a church nave wall subjected to differential settlement caused by a combination of the above factors. The building in question, the church of Saint Jacob in Leuven, has suffered extensive damage caused by centuries-long settlement. A numerical simulation campaign is carried out in order to reproduce and interpret the cracking damage observed in the building. The numerical analyses are based on material and soil property determination, the monitoring of settlement in the church over an extended period of time and soil-structure interaction. A sensitivity study is carried out, focused on the effect of material parameters on the response in terms of settlement magnitude and crack width and extent. Soil consolidation over time is considered through an analytical approach. The numerical results are compared with the in-situ observed damage and with an analytical damage prediction model.The authors acknowledge the funding received by BRAIN.be, Belspo in support of the GEPATAR research project (“GEotechnical and Patrimonial Archives Toolbox for ARchitectural conservation in Belgium” BR/132/A6/Gepatar).Peer Reviewed20192019-04-1420232023-02-21journal articlehttp://purl.org/coar/resource_type/c_6501AMhttp://purl.org/coar/version/c_ab4af688f83e57aainfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/383778https://dx.doi.org/10.1080/15583058.2019.1602682reponame: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:2117/3837782026-05-27T15:37:01Z
dc.title.none.fl_str_mv Numerical modeling of a church nave wall subjected to differential settlements: soil-structure interaction, time-dependence and sensitivity analysis
title Numerical modeling of a church nave wall subjected to differential settlements: soil-structure interaction, time-dependence and sensitivity analysis
spellingShingle Numerical modeling of a church nave wall subjected to differential settlements: soil-structure interaction, time-dependence and sensitivity analysis
Drougkas, Anastasios|||0000-0002-8647-9993
Finite element method
Masonry
Historic buildings
Soil-structure interaction
Structural engineering
Masonry
Soil-structure interaction
Historic structures
Finite element modeling
Settlement-induced damage
Enginyeria d'estructures
Edificis històrics
Interacció sòl-estructura
Àrees temàtiques de la UPC::Enginyeria civil
title_short Numerical modeling of a church nave wall subjected to differential settlements: soil-structure interaction, time-dependence and sensitivity analysis
title_full Numerical modeling of a church nave wall subjected to differential settlements: soil-structure interaction, time-dependence and sensitivity analysis
title_fullStr Numerical modeling of a church nave wall subjected to differential settlements: soil-structure interaction, time-dependence and sensitivity analysis
title_full_unstemmed Numerical modeling of a church nave wall subjected to differential settlements: soil-structure interaction, time-dependence and sensitivity analysis
title_sort Numerical modeling of a church nave wall subjected to differential settlements: soil-structure interaction, time-dependence and sensitivity analysis
dc.creator.none.fl_str_mv Drougkas, Anastasios|||0000-0002-8647-9993
Verstrynge, Els
Szekér, Pepijn
Heirman, Gert
Bejarano Urrego, Leidy
Giardina, Giorgia
Van Balen, Koen
author Drougkas, Anastasios|||0000-0002-8647-9993
author_facet Drougkas, Anastasios|||0000-0002-8647-9993
Verstrynge, Els
Szekér, Pepijn
Heirman, Gert
Bejarano Urrego, Leidy
Giardina, Giorgia
Van Balen, Koen
author_role author
author2 Verstrynge, Els
Szekér, Pepijn
Heirman, Gert
Bejarano Urrego, Leidy
Giardina, Giorgia
Van Balen, Koen
author2_role author
author
author
author
author
author
dc.subject.none.fl_str_mv Finite element method
Masonry
Historic buildings
Soil-structure interaction
Structural engineering
Masonry
Soil-structure interaction
Historic structures
Finite element modeling
Settlement-induced damage
Enginyeria d'estructures
Edificis històrics
Interacció sòl-estructura
Àrees temàtiques de la UPC::Enginyeria civil
topic Finite element method
Masonry
Historic buildings
Soil-structure interaction
Structural engineering
Masonry
Soil-structure interaction
Historic structures
Finite element modeling
Settlement-induced damage
Enginyeria d'estructures
Edificis històrics
Interacció sòl-estructura
Àrees temàtiques de la UPC::Enginyeria civil
description Historic masonry structures are particularly sensitive to differential soil settlements. These settlements may be caused by deformable soil, shallow or inadequate foundation, structural additions in the building and changes in the underground water table due to the large-scale land use change in urban areas. This paper deals with the numerical modeling of a church nave wall subjected to differential settlement caused by a combination of the above factors. The building in question, the church of Saint Jacob in Leuven, has suffered extensive damage caused by centuries-long settlement. A numerical simulation campaign is carried out in order to reproduce and interpret the cracking damage observed in the building. The numerical analyses are based on material and soil property determination, the monitoring of settlement in the church over an extended period of time and soil-structure interaction. A sensitivity study is carried out, focused on the effect of material parameters on the response in terms of settlement magnitude and crack width and extent. Soil consolidation over time is considered through an analytical approach. The numerical results are compared with the in-situ observed damage and with an analytical damage prediction model.
publishDate 2019
dc.date.none.fl_str_mv 2019
2019-04-14
2023
2023-02-21
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
AM
http://purl.org/coar/version/c_ab4af688f83e57aa
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://hdl.handle.net/2117/383778
https://dx.doi.org/10.1080/15583058.2019.1602682
url https://hdl.handle.net/2117/383778
https://dx.doi.org/10.1080/15583058.2019.1602682
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
_version_ 1869425362233982976
score 15,300719

Similares en LA Referencia