書誌事項
- タイトル別名
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- ENERGY BALANCE-BASED SEISMIC RESPONSE PREDICTION METHOD OF FLEXIBLE-STIFF MIXED STRUCTURE WITH DISPLACEMENT CONTROLLER
- ヘンケイ セイギョ キコウ オ クミコンダ ジュウゴウコンゴウ コウゾウ ニ オケル エネルギー ノ ツリアイ ニ モトズク オウトウ ヨソクホウ
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抄録
It has been proven that the displacement controller which has hardening type hysteresis can reduce the displacement of frame or isolation layer against the huge earthquake from many experimental or analytical results. However, it is difficult to evaluate the changes in response characteristics with various qualitative parameters. The purpose of this paper is to evaluate the response characteristics of the flexible-stiff mixed structure with displacement controller qualitatively and simply. Energy balance-based seismic response prediction method proposed by Prof. Akiyama is extended to the structure with displacement controller, and this method is validated through many time history response analyses using the single-degree-of-freedom model. In addition, the estimation method for the passive controlled structure and the isolated structure with displacement controller is shown respectively, and the effectiveness of this method is demonstrated by analyzing time history analysis results and estimation results.
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 (692), 1705-1713, 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
- 1390001205604298240
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- NII論文ID
- 130004508343
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 024932971
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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
- IRDB
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可