Closed-Form Demonstration and Shake Table Verification of Damping Effect on the Seismic Energy

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dc.authoridGÜLLÜ, AHMET/0000-0001-6678-9372
dc.authorwosidGÜLLÜ, AHMET/AAF-2358-2020
dc.contributor.authorGullu, Ahmet
dc.contributor.authorYuksel, Ercan
dc.contributor.authorAltinta, Elif
dc.date.accessioned2024-06-13T20:18:18Z
dc.date.available2024-06-13T20:18:18Z
dc.date.issued2022
dc.departmentİstanbul Gedik Üniversitesi
dc.description.abstractThis paper discusses closed-form demonstrations of the damping effect for a basic mass, spring, and damper (MSD) and a single degree of freedom (SDOF) system that are exposed to harmonic loading. Initially, the energy balance equations of the systems were solved in closed form by considering the damping ratio and loading frequency. Verification of the solutions obtained for SDOF systems is achieved by shake table tests. Based on the analytical and experimental results, it was found that the damping effect is highly related to the ratio of loading frequency to the natural vibrational frequency of the system. For the lower and higher values of the ratio, damping is found to be almost ineffective. However, the effect becomes substantial when the ratio reaches unity i.e. at the resonant frequency. Damping has a reverse relation with seismic energy at the dominant frequency. In contrast, the relation is proportional in the vicinity of resonance frequencies. Hence, considering the damping as a parameter for the energy-based design of structures is suggested.
dc.description.sponsorshipResearch Fund of Istanbul Gedik University [GDK201905-07]
dc.description.sponsorshipThe research described in this paper was financially supported by the Research Fund of Istanbul Gedik University. Project No.: GDK201905-07.
dc.identifier.doi10.1142/S0219455422501218
dc.identifier.issn0219-4554
dc.identifier.issn1793-6764
dc.identifier.issue12
dc.identifier.scopus2-s2.0-85128989980
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1142/S0219455422501218
dc.identifier.urihttps://hdl.handle.net/11501/1318
dc.identifier.volume22
dc.identifier.wosWOS:000842125700003
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherWorld Scientific Publ Co Pte Ltd
dc.relation.ispartofInternational Journal of Structural Stability and Dynamics
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectEnergy-Based Design
dc.subjectEnergy Balance Equation
dc.subjectInput Energy
dc.subjectDamping Effect
dc.subjectClosed-Form Solution
dc.subjectEarthquake Input Energy
dc.subjectGround Motions
dc.subjectDesign
dc.subjectBuildings
dc.subjectSpectra
dc.subjectFrames
dc.subjectModel
dc.titleClosed-Form Demonstration and Shake Table Verification of Damping Effect on the Seismic Energy
dc.typeArticle

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