Seismic Performance of Bridge Expansion Joints with and without Viscous Dampers during the 6 February 2023 Kahramanmaraş Earthquakes

dc.contributor.authorBayraktar, Alemdar
dc.contributor.authorTas, Yavuzhan
dc.contributor.authorAkkose, Mehmet
dc.contributor.authorHökelekli, Emin
dc.contributor.authorVentura, Carlos E.
dc.contributor.authorYang, Tony Y.
dc.contributor.authorHökelekli, Emin
dc.date.accessioned2025-10-18T10:00:13Z
dc.date.created2024
dc.date.issued2024
dc.departmentFakülteler, Mühendislik Mimarlık ve Tasarım Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractExpansion joints render bridge structures highly vulnerable to damage during strong ground motions. Failures of expansion joints triggered by earthquakes not only jeopardize the post-earthquake serviceability of the bridge but also have a significant impact on the bridge's overall seismic performance. Despite extensive investigations and efforts to integrate these measures into design specifications aimed at mitigating the consequences of relative movements between adjacent bridge spans, major earthquakes have still revealed instances of damage related to expansion joints. On 6 February 2023, strong earthquake sequences occurred in Kahramanmara & scedil;, Turkey, with magnitudes of M7.7 and M7.6. The fault lines and epicenters of these shallow earthquakes were near the city and town centers and caused severe structural damage to buildings and infrastructures. There are approximately 1000 railway and highway bridges in the earthquake-affected region. Although both highway and railway bridges have generally performed well, some bridges experienced structural damage during the Kahramanmara & scedil; earthquakes. A large number of damage on the bridges is due to pounding and opening relative movements in expansion joints. This paper presents a comprehensive seismic evaluation of expansion joint failure mechanisms on bridges without viscous dampers during the 2023 Kahramanmara & scedil; earthquake sequences and an in-depth investigation into the seismic performance of bridge expansion joints equipped with viscous dampers and shock transmission unit devices are implemented utilizing the strong ground motion data collected throughout the earthquake sequences. It can be stated that the near-fault induced significant directivity and fling effects, resulting in notable velocity pulses and permanent tectonic deformations, and that these effects contributed to the failures of expansion joints, viscous damper devices, pot bearings, and shear keys.
dc.identifier.doi10.3390/buildings14082538
dc.identifier.issn2075-5309
dc.identifier.issue8
dc.identifier.orcidBAYRAKTAR, Alemdar/0000-0002-8973-9228
dc.identifier.orcidHOKELEKLI, Emin/0000-0003-0548-5214
dc.identifier.orcidTas, Yavuzhan/0000-0002-8185-9516;
dc.identifier.scopus2-s2.0-85202434645
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.3390/buildings14082538
dc.identifier.urihttps://hdl.handle.net/11772/20137
dc.identifier.volume14
dc.identifier.wosWOS:001305042900001
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherMdpi
dc.relation.ispartofBuildings
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.relation.sdgGoal-11: Sustainable Cities And Communities
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzWoS_20251016
dc.subjectBridge Expansion Joint
dc.subjectSeismic Pounding
dc.subjectViscous Damper
dc.subjectShock Transmission Unit
dc.subjectPot Bearing
dc.subjectBridge Damage Assessment
dc.subjectKahramanmara & Scedil
dc.subjectEarthquakes On 6 February 2023
dc.titleSeismic Performance of Bridge Expansion Joints with and without Viscous Dampers during the 6 February 2023 Kahramanmaraş Earthquakes
dc.typeArticle
dspace.entity.typePublication
relation.isAuthorOfPublicationddf2d272-46f6-43ea-8924-62f9d81775f2
relation.isAuthorOfPublication.latestForDiscoveryddf2d272-46f6-43ea-8924-62f9d81775f2

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