3D Soil Structure Interaction Effects on the Seismic Behavior of Single Span Historical Masonry Bridge

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dc.authoridÖZMEN, ALPER/0000-0003-1335-3780
dc.authorwosidÖZMEN, ALPER/R-8078-2018
dc.contributor.authorOzmen, Alper
dc.contributor.authorSayin, Erkut
dc.date.accessioned2024-08-04T20:53:31Z
dc.date.available2024-08-04T20:53:31Z
dc.date.issued2023
dc.departmentİnönü Üniversitesien_US
dc.description.abstractHistorical masonry bridges are cultural heritage of countries and must be protected from destructive effects of nature such as earthquakes, floods, and fires. The interaction of soil and structure has a significant impact on the seismic behavior of masonry bridges. In this study, the effect of Soil-Structure Interaction (SSI) was investigated on a single-span masonry bridge using non-linear time-history analysis. A SSI model of the Velipalas masonry bridge and soil layer was created using 3D solid elements in DIANA software. The nonlinear behavior of the masonry units and soil layer was modeled using the total strain-based crack model and Mohr-Coulomb failure criteria. The earthquakes of 1992 Erzincan, 2003 Bingol, and 2020 Sivrice were used for earthquake excitation. Results showed that considering SSI increased the periods, displacements, velocities, and principal stresses, but reduced the frequency and acceleration values. Hence, the results indicate that SSI effects are significant for the seismic response of single-span masonry bridges.en_US
dc.description.sponsorshipFirat University Scientific Research Projects Unit [MF. 21.81]en_US
dc.description.sponsorshipThis research was funded by Firat University Scientific Research Projects Unit (MF. 21.81).en_US
dc.identifier.doi10.1007/s10706-023-02389-6
dc.identifier.endpage2041en_US
dc.identifier.issn0960-3182
dc.identifier.issn1573-1529
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85149397433en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage2023en_US
dc.identifier.urihttps://doi.org/10.1007/s10706-023-02389-6
dc.identifier.urihttps://hdl.handle.net/11616/101205
dc.identifier.volume41en_US
dc.identifier.wosWOS:000945325100002en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofGeotechnical and Geological Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectFinite element methoden_US
dc.subjectSoil-structure interaction (SSI)en_US
dc.subjectMasonry arch bridgeen_US
dc.subjectTime history analysesen_US
dc.subjectSeismic responseen_US
dc.subjectNonlinear analysesen_US
dc.title3D Soil Structure Interaction Effects on the Seismic Behavior of Single Span Historical Masonry Bridgeen_US
dc.typeArticleen_US

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