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dc.contributor.authorAraz, Onur
dc.contributor.authorCakir, Tufan
dc.contributor.authorOzturk, Kasif Furkan
dc.contributor.authorKaya, Dilek
dc.date.accessioned2023-05-12T06:53:02Z
dc.date.available2023-05-12T06:53:02Z
dc.date.issued2023en_US
dc.identifier.citationOnur Araz, Tufan Cakir, Kasif Furkan Ozturk, Dilek Kaya, Effect of foundation embedment ratio in suppressing seismic-induced vibrations using optimum tuned mass damper, Soil Dynamics and Earthquake Engineering,en_US
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S0267726123002269?via%3Dihub
dc.identifier.urihttps://hdl.handle.net/20.500.12440/5926
dc.description.abstractTuned mass damper (TMD), which is used in structures to mitigate the dynamic responses caused by environmental loads, is tuned according to the dominant frequency of the structures. The dominant frequency of structure built on soil with low stiffness is significantly affected by the soil-structure interaction (SSI). In previous studies, only the surface foundation case is considered to investigate the design parameters of TMD considering SSI effects and the embedment depth of the foundation is neglected in these studies. Thus, this paper investigates the optimization of TMD for mitigation of responses of a high-rise building considering various depths of embedment and soil properties. The optimum parameters of TMD are investigated using five different optimization algorithms (i.e., simulated annealing, sequential quadratic programming, genetic algorithm, pattern search, and particle swarm optimization). The objective function minimizes the peak acceleration amplitude at the top of the structure. The effectiveness of optimum TMD is verified to use 20 near-fault pulse-like ground motions. The comparisons show that the embedment ratio of the foundation and the soil properties significantly affect the optimization of TMD. © 2023 Elsevier Ltden_US
dc.language.isoengen_US
dc.publisherElsevier Ltden_US
dc.relation.ispartofSoil Dynamics and Earthquake Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectEmbedded foundationen_US
dc.subjectPulse perioden_US
dc.subjectSeismic responseen_US
dc.subjectSoil-structure interactionen_US
dc.subjectTuned mass damperen_US
dc.titleEffect of foundation embedment ratio in suppressing seismic-induced vibrations using optimum tuned mass damperen_US
dc.typearticleen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.authorid0000-0002-6218-0559en_US
dc.authorid0000-0003-1826-4963en_US
dc.authorid0000-0002-6325-4222en_US
dc.authorid0000-0002-3325-4088en_US
dc.identifier.volume171en_US
dc.contributor.institutionauthorAraz, Onur
dc.contributor.institutionauthorÇakır, Tufan
dc.contributor.institutionauthorOzturk, Kasif Furkan
dc.identifier.doi10.1016/j.soildyn.2023.107981en_US
dc.authorwosidACU-4934-2022en_US
dc.authorwosidENV-5593-2022en_US
dc.authorwosidHGE-8793-2022en_US
dc.authorscopusid57193336433en_US
dc.authorscopusid38861185500en_US
dc.authorscopusid57459044700en_US


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