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Performance of a Seismically Isolated Building in the Earthquakes of February 6, 2023, in Türkiye

dc.authorscopusid 58037700000
dc.authorscopusid 37016994600
dc.authorscopusid 24077426800
dc.authorscopusid 35578378900
dc.contributor.author Kim, H.-M.
dc.contributor.author Ipek, C.
dc.contributor.author Tapan, M.
dc.contributor.author Constantinou, M.C.
dc.date.accessioned 2025-06-01T20:08:12Z
dc.date.available 2025-06-01T20:08:12Z
dc.date.issued 2025
dc.department T.C. Van Yüzüncü Yıl Üniversitesi en_US
dc.department-temp [Kim H.-M.] Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, State Univ. of New York, Buffalo, 14260, NY, United States; [Ipek C.] Dept. of Civil Engineering, Istanbul Medeniyet Univ., Istanbul, 34700, Turkey; [Tapan M.] Dept. of Civil Engineering, Yuzuncu Yil Univ., Van, 65080, Turkey; [Constantinou M.C.] Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, State Univ. of New York, Buffalo, 14260, NY, United States en_US
dc.description.abstract On February 6, 2023, a devastating earthquake of M7.8 struck Türkiye with an epicenter to the east of the city of Gaziantep. Within hours, it was followed by a M7.5 earthquake some 107 km to the north. The focus of this paper is the performance of a seismically isolated hospital in Adana at distance of 158 km to the east of the epicenter of the M7.8 earthquake. Despite the large distance from the epicenter, the ground shaking was large enough to activate the triple friction pendulum isolators of the building, resulting in a beneficial reduction of accelerations directly above the isolators and avoidance of any structural or nonstructural damage. After baseline correction and filtering of the raw data of the instruments at the hospital, we obtained, by integration of acceleration records, estimates the isolator displacement histories. We performed analysis of the building using properties of the isolators obtained from the production tests on all 1,512 isolators and then adjusting the properties for their 8-year age. Based on comparison of the analysis results and processed records of the building's acceleration and displacement histories, we obtained estimates of isolator properties and confirmed that the isolators primarily responded with motion of the first pendulum (or in Regime I), which is characterized by high stiffness and low friction, leading to some reduction of response in weak seismic ground motion. © 2025 American Society of Civil Engineers. en_US
dc.description.sponsorship Adana State Hospital; Earthquake Protection Systems, Inc. en_US
dc.identifier.doi 10.1061/JPCFEV.CFENG-4780
dc.identifier.issn 0887-3828
dc.identifier.issue 4 en_US
dc.identifier.scopus 2-s2.0-105004640150
dc.identifier.scopusquality Q2
dc.identifier.uri https://doi.org/10.1061/JPCFEV.CFENG-4780
dc.identifier.uri https://hdl.handle.net/20.500.14720/25058
dc.identifier.volume 39 en_US
dc.identifier.wosquality Q3
dc.language.iso en en_US
dc.publisher American Society of Civil Engineers (ASCE) en_US
dc.relation.ispartof Journal of Performance of Constructed Facilities en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.title Performance of a Seismically Isolated Building in the Earthquakes of February 6, 2023, in Türkiye en_US
dc.type Article en_US

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