書誌事項
- タイトル別名
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- A STUDY ON RESPONSE CHARACTERISTICS OF A SDOF MODEL WITH ROTATING INERTIA MASS DAMPERS
説明
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.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 74 (642), 1469-1476, 2009
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390282680580924672
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- NII論文ID
- 130004507663
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- ISSN
- 18818153
- 13404202
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- データソース種別
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- JaLC
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可