A Novel Design Method of Single TMD Exposed to Seismic Effects

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dc.contributor.authorCetin, Huseyin
dc.contributor.authorAydin, Ersin
dc.contributor.authorOzturk, Baki
dc.date.accessioned2024-11-07T10:40:26Z
dc.date.available2024-11-07T10:40:26Z
dc.date.issued2023
dc.departmentNiğde Ömer Halisdemir Üniversitesi
dc.description.abstractA tuned mass damper (TMD) can be an effective passive device for decreasing hazardous vibrations, when it is properly designed. In this chapter, the differential evolution (DE) algorithm is used to suggest an optimal TMD design technique based on transfer functions. Random vibration theory and the probabilistic critical excitation method are used to generate the governing equations in the frequency domain. The process involves optimizing all of a TMD's properties, including mass, stiffness, and damping coefficients. The mean-square of top floor absolute acceleration and top floor displacement have been chosen as objective functions to be minimized with respect to the upper and lower limits of TMD parameters. Shear building models with single and multiple TMD are tested using different earthquake acceleration records in order to understand the performance of the suggested technique. In addition, the findings are compared to those of other studies in the literature. © 2024 selection and editorial matter, Ehsan Noroozinejad Farsangi, Mohammad Noori, Tony T.Y. Yang, Paulo B. Lourenço, Paolo Gardoni, Izuru Takewaki, Eleni Chatzi, and Shaofan Li; individual chapters, the contributors.
dc.identifier.doi10.1201/9781003325246-19
dc.identifier.endpage425
dc.identifier.isbn978-100091290-6978-103235086-8
dc.identifier.scopus2-s2.0-85173319111
dc.identifier.scopusqualityN/A
dc.identifier.startpage407
dc.identifier.urihttps://doi.org/10.1201/9781003325246-19
dc.identifier.urihttps://hdl.handle.net/11480/11655
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherCRC Press
dc.relation.ispartofAutomation in Construction toward Resilience: Robotics, Smart Materials, and Intelligent Systems
dc.relation.publicationcategoryKitap Bölümü - Uluslararası
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241106
dc.titleA Novel Design Method of Single TMD Exposed to Seismic Effects
dc.typeBook Chapter

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