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dc.contributor.authorRouabeh, Aicha
dc.contributor.authorBenahmed, Baizid
dc.contributor.authorPalanci, Mehmet
dc.contributor.authorAouari, Issam
dc.date.accessioned2024-07-03T07:26:03Z
dc.date.available2024-07-03T07:26:03Z
dc.date.issued2024en_US
dc.identifier.citationRouabeh, A., Benahmed, B., Palanci, M., & Aouari, I. (2024). The Derivation of Vertical Damping Reduction Factors for the Design and Analysis of Structures Using Acceleration, Velocity, and Displacement Spectra. Applied Sciences, 14(11), 4348.en_US
dc.identifier.issn20763417
dc.identifier.urihttps://doi.org/10.3390/app14114348
dc.identifier.urihttps://hdl.handle.net/20.500.12294/4119
dc.description.abstractDamping reduction factors (DRFs) play a vital role in the seismic design of structures. DRFs have been widely studied due to their primary importance to the lateral resistance of structures subjected to earthquakes. On the other hand, devastating earthquakes have occurred all over the world, and recently, the Kahramanmara & scedil; earthquakes in Turkey revealed the import of the vertical component of earthquakes and their impact on structures and infrastructures. Considering the importance of this parameter, this paper aims to develop new damping reduction factor (DRF) equations for the acceleration (DRFa), velocity (DRFv), and displacement spectra (DRFd) of the vertical components of earthquakes. For this purpose, 775 real ground motion records were selected from the Pacific Earthquake Engineering Research (PEER) strong motion database, and the vertical elastic response spectra of selected records were computed according to linear dynamic analysis. Taking the 5%-damped vertical response spectra as the target, the vertical spectral damping reduction factors (DRFa, DRFv, and DRFd) were computed for 1%, 3%, 10%, 15%, 20%, 30%, and 40% damping ratios. The effect of the earthquake magnitude, distance, and soil types on the DRFs was investigated. The results indicated that magnitude, distance, and soil type had no particular effect on the trend in the DRFs. Based on the evaluations, extensive statistical analyses were carried out, and new prediction equations were developed according to the nonlinear regression method. The developed equations were then compared to those found in the literature and seismic design codes. The comparisons proved that the proposed DRFa, DRFd, and DRFv models are strongly compatible with real DRFs and show strong robustness compared to existing models.en_US
dc.language.isoengen_US
dc.publisherMultidisciplinary Digital Publishing Institute (MDPI)en_US
dc.relation.ispartofAPPLIED SCIENCES-BASELen_US
dc.identifier.doi10.3390/app14114348en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectSEISMIC RESPONSEen_US
dc.subjectSCALING FACTORSen_US
dc.subjectGROUND MOTIONSen_US
dc.subjectNEAR-FAULTen_US
dc.subjectPREDICTIONen_US
dc.subjectVIBRATIONSen_US
dc.subjectSYSTEMSen_US
dc.subjectWALKINGen_US
dc.subjectEUROPEen_US
dc.subjectMODELSen_US
dc.titleThe Derivation of Vertical Damping Reduction Factors for the Design and Analysis of Structures Using Acceleration, Velocity, and Displacement Spectraen_US
dc.typearticleen_US
dc.departmentMühendislik ve Mimarlık Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.authorid0000-0002-9223-5629en_US
dc.identifier.volume14en_US
dc.identifier.issue11en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.institutionauthorPalanci, Mehmet
dc.authorwosidHMC-9113-2023en_US
dc.authorscopusid57193708269en_US
dc.identifier.wosqualityQ1en_US
dc.identifier.wosWOS:001245737600001en_US
dc.identifier.scopus2-s2.0-85195917751en_US


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