Seismic analysis of a masonry arch bridge using multiple methodologies

Masonry arch bridges form a noteworthy portion of road and railway networks in Europe and Turkey. Structural assessment of such bridges is often required because of their vulnerability to seismic actions. However, there are no standardized or widely accepted procedures, and the available assessment...

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Authors: Gönen, Semih|||0000-0002-9588-4552, Soyoz, Serdar
Format: article
Publication Date:2021
Country:España
Institution:Universitat Politècnica de Catalunya (UPC)
Repository:UPCommons. Portal del coneixement obert de la UPC
Language:English
OAI Identifier:oai:upcommons.upc.edu:2117/405676
Online Access:https://hdl.handle.net/2117/405676
https://dx.doi.org/10.1016/j.engstruct.2020.111354
Access Level:Open access
Keyword:Earthquake hazard analysis
Bridges
Stone masonry
Arch bridge
Incremental dynamic analysis
Pushover
Nonlinear time-history
System identification
Model updating
Risc sísmic
Ponts
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Tipologies estructurals
Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
id ES_0ce045b0bd522b94478ca5604ffb19a2
oai_identifier_str oai:upcommons.upc.edu:2117/405676
network_acronym_str ES
network_name_str España
repository_id_str
spelling Seismic analysis of a masonry arch bridge using multiple methodologiesGönen, Semih|||0000-0002-9588-4552Soyoz, SerdarEarthquake hazard analysisBridgesStone masonryArch bridgeIncremental dynamic analysisPushoverNonlinear time-historySystem identificationModel updatingRisc sísmicPontsÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Tipologies estructuralsÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::SismologiaMasonry arch bridges form a noteworthy portion of road and railway networks in Europe and Turkey. Structural assessment of such bridges is often required because of their vulnerability to seismic actions. However, there are no standardized or widely accepted procedures, and the available assessment methods comprise significant uncertainties. This paper presents a seismic assessment of a stone masonry arch bridge using different methodologies by investigating the seismic behavior of masonry arch bridges and the uncertainties in the assessment methods presented. The Finite Element (FE) macro-modeling approach is used in modeling the behavior of the structure under investigation, after undertaking ambient vibration testing and dynamic identification study to determine the dynamic parameters of the structure. These experimental parameters were used to update the FE model before performing the seismic assessment using Nonlinear Static Analysis (NSA), Nonlinear Dynamic Analysis (NDA) and Incremental Dynamic Analysis (IDA). The IDA helped to depict the complete picture of the seismic behavior, whereas the comparison of the results highlighted the limitations of the NSA and enabled presenting recommendations for future work. In addition, the effects of the interaction of horizontal and vertical components of earthquake records in NDA underlined the necessity for their consideration in similar studies.Peer ReviewedObjectius de Desenvolupament Sostenible::11 - Ciutats i Comunitats Sostenibles::11.b - Per a 2020, augmentar substancialment el nombre de ciutats i assentaments humans que adopten i posen en marxa polítiques i plans integrats per promoure la inclusió, l’ús eficient dels recursos, la mitigació del canvi climàtic i l’adaptació a aquest, així com la resiliència davant dels desastres, i desenvolupar i posar en pràctica una gestió integral dels riscos de desastre a tots els nivells, d’acord amb el Marc de Sendai per a la reducció del risc de desastres 2015.2030Objectius de Desenvolupament Sostenible::9 - Indústria, Innovació i InfraestructuraObjectius de Desenvolupament Sostenible::11 - Ciutats i Comunitats SosteniblesElsevier20212021-01-0120242024-04-02journal articlehttp://purl.org/coar/resource_type/c_6501AMhttp://purl.org/coar/version/c_ab4af688f83e57aainfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/405676https://dx.doi.org/10.1016/j.engstruct.2020.111354reponame: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:2117/4056762026-05-27T15:37:01Z
dc.title.none.fl_str_mv Seismic analysis of a masonry arch bridge using multiple methodologies
title Seismic analysis of a masonry arch bridge using multiple methodologies
spellingShingle Seismic analysis of a masonry arch bridge using multiple methodologies
Gönen, Semih|||0000-0002-9588-4552
Earthquake hazard analysis
Bridges
Stone masonry
Arch bridge
Incremental dynamic analysis
Pushover
Nonlinear time-history
System identification
Model updating
Risc sísmic
Ponts
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Tipologies estructurals
Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
title_short Seismic analysis of a masonry arch bridge using multiple methodologies
title_full Seismic analysis of a masonry arch bridge using multiple methodologies
title_fullStr Seismic analysis of a masonry arch bridge using multiple methodologies
title_full_unstemmed Seismic analysis of a masonry arch bridge using multiple methodologies
title_sort Seismic analysis of a masonry arch bridge using multiple methodologies
dc.creator.none.fl_str_mv Gönen, Semih|||0000-0002-9588-4552
Soyoz, Serdar
author Gönen, Semih|||0000-0002-9588-4552
author_facet Gönen, Semih|||0000-0002-9588-4552
Soyoz, Serdar
author_role author
author2 Soyoz, Serdar
author2_role author
dc.subject.none.fl_str_mv Earthquake hazard analysis
Bridges
Stone masonry
Arch bridge
Incremental dynamic analysis
Pushover
Nonlinear time-history
System identification
Model updating
Risc sísmic
Ponts
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Tipologies estructurals
Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
topic Earthquake hazard analysis
Bridges
Stone masonry
Arch bridge
Incremental dynamic analysis
Pushover
Nonlinear time-history
System identification
Model updating
Risc sísmic
Ponts
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Tipologies estructurals
Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Sismologia
description Masonry arch bridges form a noteworthy portion of road and railway networks in Europe and Turkey. Structural assessment of such bridges is often required because of their vulnerability to seismic actions. However, there are no standardized or widely accepted procedures, and the available assessment methods comprise significant uncertainties. This paper presents a seismic assessment of a stone masonry arch bridge using different methodologies by investigating the seismic behavior of masonry arch bridges and the uncertainties in the assessment methods presented. The Finite Element (FE) macro-modeling approach is used in modeling the behavior of the structure under investigation, after undertaking ambient vibration testing and dynamic identification study to determine the dynamic parameters of the structure. These experimental parameters were used to update the FE model before performing the seismic assessment using Nonlinear Static Analysis (NSA), Nonlinear Dynamic Analysis (NDA) and Incremental Dynamic Analysis (IDA). The IDA helped to depict the complete picture of the seismic behavior, whereas the comparison of the results highlighted the limitations of the NSA and enabled presenting recommendations for future work. In addition, the effects of the interaction of horizontal and vertical components of earthquake records in NDA underlined the necessity for their consideration in similar studies.
publishDate 2021
dc.date.none.fl_str_mv 2021
2021-01-01
2024
2024-04-02
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/2117/405676
https://dx.doi.org/10.1016/j.engstruct.2020.111354
url https://hdl.handle.net/2117/405676
https://dx.doi.org/10.1016/j.engstruct.2020.111354
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.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
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_ 1869403308680019968
score 15.300719

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