Seismic Response of a Historical Masonry Bridge under Near and Far-fault Ground Motions

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dc.authoridÖZMEN, ALPER/0000-0003-1335-3780
dc.authorwosidSAYIN, Erkut/V-8228-2018
dc.authorwosidÖZMEN, ALPER/R-8078-2018
dc.contributor.authorOzmen, Alper
dc.contributor.authorSayin, Erkut
dc.date.accessioned2024-08-04T20:50:26Z
dc.date.available2024-08-04T20:50:26Z
dc.date.issued2021
dc.departmentİnönü Üniversitesien_US
dc.description.abstractHistorical masonry arch bridges which might be vulnerable to natural disasters are important part of the cultural heritage. Natural disasters, especially earthquakes can inflict damage to these structural systems. This paper aims to investigate a comparison of the effects of near and far-fault ground motions on the seismic response of masonry arch bridges under different earthquakes. Kalender masonry arch bridge which is located in Ergani, Turkey is selected as a numerical model. For this purpose, three-dimensional finite element model of the bridge is generated with ANSYS finite element software with macro modelling approach. Seismic response of the bridge is assessed by means of time-history analyses. The near-fault and far-fault ground motions, which have approximately equal peak ground accelerations, of 1979 Imperial Valley, 1999 Chi-Chi, 1999 Kocaeli and 2010 Darfield earthquakes are considered for the analyses. Comparisons between maximum displacements, maximum and minimum stress, which were acquired from the dynamic analyses of the masonry bridge subjected to each fault effect, are obtained. The study demonstrates that far-fault ground motions are as important as near-fault ground motions and it can be used together with near-fault ground motion for further evaluation of such historical masonry bridges.en_US
dc.description.sponsorshipFirat University Research Project (FUBAP) [MF.19.10]en_US
dc.description.sponsorshipThis study was supported by the Firat University Research Project (FUBAP) under project number MF.19.10.en_US
dc.identifier.doi10.3311/PPci.17832
dc.identifier.endpage958en_US
dc.identifier.issn0553-6626
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85111083757en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage946en_US
dc.identifier.urihttps://doi.org/10.3311/PPci.17832
dc.identifier.urihttps://hdl.handle.net/11616/100062
dc.identifier.volume65en_US
dc.identifier.wosWOS:000672732800024en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherBudapest Univ Technology Economicsen_US
dc.relation.ispartofPeriodica Polytechnica-Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjecthistorical stone arch bridgesen_US
dc.subjectthree-dimensional finite element methoden_US
dc.subjectdynamic analysesen_US
dc.subjectnear and far-fault ground motionsen_US
dc.subjectseismic responseen_US
dc.titleSeismic Response of a Historical Masonry Bridge under Near and Far-fault Ground Motionsen_US
dc.typeArticleen_US

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