On the Efficacy of a Novel Optimized Tuned Mass Damper for Minimizing Dynamic Responses of Cantilever Beams

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dc.authoridNoroozinejad Farsangi, Ehsan/0000-0002-2790-526X
dc.authoridOZTURK, Baki/0000-0002-2319-0447
dc.authoridCetin, Huseyin/0000-0002-1075-9681
dc.authoridDutkiewicz, Maciej/0000-0001-7514-1834
dc.contributor.authorOzturk, Baki
dc.contributor.authorCetin, Huseyin
dc.contributor.authorDutkiewicz, Maciej
dc.contributor.authorAydin, Ersin
dc.contributor.authorFarsangi, Ehsan Noroozinejad
dc.date.accessioned2024-11-07T13:34:44Z
dc.date.available2024-11-07T13:34:44Z
dc.date.issued2022
dc.departmentNiğde Ömer Halisdemir Üniversitesi
dc.description.abstractThis study examines the optimal design of a tuned mass damper (TMD) in the frequency domain so that the dynamic response of cantilever beams can be decreased. Random vibration theory is applied to identify the mean square acceleration of the endpoint of a cantilever beam as the objective function to be reduced. In addition, to determine the optimal TMD coefficient of mass, stiffness, and damping, a differential evolution (DE) optimization algorithm is employed. The upper and lower limit values of these parameters are taken into account. A majority of the previous studies have concentrated on determining just the stiffness and damping parameters of TMD. Nonetheless, in this study there is also the optimization of TMD mass parameters to determine the mass quantity. In addition, there has been inefficient use of the stochastic DE optimization algorithm method for the optimization of TMD parameters in previous studies. Hence, to obtain optimal TMD parameters, this algorithm is precisely used on the objective function. Tests are carried out on the cantilever beam with the TMD system following this optimization method with harmonic base excitations that resonate the foremost modes of the beam and white noise excitation. The method proposed here is reasonably practical and successful regarding the optimal TMD design. When a TMD is designed appropriately, the response of the cantilever beam under dynamic interactions undergoes a considerable reduction.
dc.identifier.doi10.3390/app12157878
dc.identifier.issn2076-3417
dc.identifier.issue15
dc.identifier.scopus2-s2.0-85136920210
dc.identifier.scopusqualityQ2
dc.identifier.urihttps://doi.org/10.3390/app12157878
dc.identifier.urihttps://hdl.handle.net/11480/16147
dc.identifier.volume12
dc.identifier.wosWOS:000839316900001
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherMdpi
dc.relation.ispartofApplied Sciences-Basel
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_20241106
dc.subjectcantilever beam
dc.subjectvibration control
dc.subjecttuned mass damper
dc.subjecttransfer function
dc.subjectdifferential evolution
dc.subjectresilience
dc.titleOn the Efficacy of a Novel Optimized Tuned Mass Damper for Minimizing Dynamic Responses of Cantilever Beams
dc.typeArticle

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