書誌事項
- タイトル別名
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- STUDY ON THE STRUCTURAL PRINCIPLE OF THE FLEXURAL DEFORMATION RESPONSE CONTROL SYSTEM
- マゲ ヘンケイ セイギョガタセイシンコウゾウ ノ コウゾウ ゲンリ ニ カンスル ケンキュウ
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抄録
We devised flexural deformation response control system, which is response control frame of new general idea, consisted of four elements; the wall located in a center of a building plan (Super Wall), the cantilever located in a building top (Super Beam), the column located at perimeter of a building (Connecting Column) and the control device (Damper). ・We used most basic 3 elements Maxwell type mass point model and clarified a basic principle and a control effect of vibration reduction by flexural deformation response control. ・We carried out elastic vibration analysis in a experimental building model and confirmed a meaningful vibration reduction effect in a practical section of a building. We clarified a structural characteristic about this new response control frame by this paper from the above and showed a thing with utility.
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 71 (602), 111-118, 2006
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
- 1390001205638944000
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- NII論文ID
- 110004720623
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 7911054
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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
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- CiNii Articles
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- 使用不可