Tranfer function amplitude minimization for structures with tuned mass dampers considering soil-structure interaction

BEKDAŞ G., Kayabekir A. E., NİGDELİ S. M., Toklu Y. C.

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, cilt.116, ss.552-562, 2019 (SCI-Expanded, Scopus) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 116
  • Basım Tarihi: 2019
  • Doi Numarası: 10.1016/j.soildyn.2018.10.035
  • Dergi Adı: SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.552-562
  • Anahtar Kelimeler: Tuned mass dampers, metaheuristic algorithms, Soil-structure interaction, Transfer function, Heuristic, Structural control, ASYMMETRIC STRUCTURES, OPTIMIZATION, DESIGN, PARAMETERS, VIBRATIONS, FREQUENCY, EXCITATION, ALGORITHM, ABSORBER
  • İstanbul Üniversitesi-Cerrahpaşa Adresli: Evet

Özet

The optimum tuned mass damper (TMD) parameters rely on the superstructure's natural frequency, which, in turn, depends on the soil condition under the structure. Thus, the consideration of soil conditions in determination of the optimum TMD parameters is necessary.