書誌事項
- タイトル別名
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- SEMI-ACTIVE SEISMIC RESPONSE CONTROL OF A THREE-STORY BASE-ISOLATED FRAME WITH MAGNETO-RHEOLOGICAL DAMPER
- MR ダンパ オ セッチシタ コガタ 3ソウ メンシン フレーム ノ セミアクティブ シンドウ セイギョ ジッケン
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The purpose of this study is to find out a proper algorithm for semi-active seismic response control of base-isolated building. In the study, in order to perform hundreds of shaking table test, a scaled base-isolated three-story steel frame with a miniature capacity adjustable damper is used. In the first part, mechanical properties of the miniature bypass type magneto-rheological fluid damper are studied based on a series of the sinusoidal displacement tests results. The Bingham model was found to be quite effective to simulate the mechanical properties of the MR damper. In the second part, several passive/semi-active control algorithms are studied, among which, both tne response feed-forward control algorithm and the fuzzy control algorithm are found to be better than the other semi-active ones and the passive ones. It is also confirmed that test results compare with prior analytical ones fairly well.
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 72 (617), 63-70, 2007
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
- 1390001205670929024
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- NII論文ID
- 110006317795
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 8883017
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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
- KAKEN
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- 抄録ライセンスフラグ
- 使用不可