書誌事項
- タイトル別名
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- PROPOSAL OF DESIGN FORMULAS OF TUNED MASS DAMPERS WITH INITIAL DISPLACEMENT TO CONTROL IMPULSE RESPONSE FOCUSING ON VIBRATION MODES
- シンドウ モード ニ チャクモク シタ インパルス オウトウ セイギョ ノ タメ ノ ショキ ヘンイ フヨガタ TMD セッケイシキ ノ テイアン
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抄録
In this study, we aim to propose tuned mass dampers with initial displacement that are possible to control impulsive seismic responses effectively for architectural structures. In advance of the study on control of seismic responses, we aim to propose design formulas to control the structural responses subjected to impulse forces. In our previous study, we have proposed the design formulas using the optimal tuning and damping ratios for harmonic ground vibration. But to improve control effect on overall time history responses is difficult, because these formulas are based on the principle of the beating phenomenon. Then, in this paper, we focus on the vibration property when the damping ratio of the tuned mass damper is larger than that of our previous study and propose new design formulas with high control effect on impulse forces. Moreover, we propose design formulas considering the damping of the structure.
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 78 (688), 1071-1079, 2013
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
- 1390282680582339584
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- NII論文ID
- 130004752682
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 024687351
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可