A STUDY ON RESPONSE CHARACTERISTICS OF A SDOF MODEL WITH ROTATING INERTIA MASS DAMPERS

DOI 5 Citations 4 References

Bibliographic Information

Other Title
  • 回転慣性質量ダンパーを組合せた応答低減機構による１質点系振動モデルの応答特性に関する研究

Description

RIMD (=Rotating Inertia Mass Damper) has been developed to mitigate an earthquake response of structure. Three type of RIMDs, which were a parallel connecting type, a series connecting type and both combined connecting type, for SDOF system were studied by comparing frequency transfer functions for various excitation patterns. The proposed combined connecting type was found to be able to suppress the response in wider frequency range compared with a conventional TMD. The parallel connecting type well reduced the absorbed energy amounts for the earthquake excitations.

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Details 詳細情報について

  • CRID
    1390282680580924672
  • NII Article ID
    130004507663
  • DOI
    10.3130/aijs.74.1469
  • ISSN
    18818153
    13404202
  • Data Source
    • JaLC
    • Crossref
    • CiNii Articles
  • Abstract License Flag
    Disallowed

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