書誌事項
- タイトル別名
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- PASSIVE CONTROL DESIGN METHOD FOR MDOF SYSTEM COMPOSED OF BILINEAR + SLIP MODEL ADDED WITH VISCO-ELASTIC DAMPER
- バイリニア+スリップモデル ニ ネンダンセイ ダンパー オ モチイタ セイシン コウゾウ ノ オウトウ セイギョ セッケイホウ
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説明
Simplified theories are proposed for seismic response evaluation and preliminary design of "Bi-linear + Slip model" assumed wooden structures added with visco-elastic dampers. They are based on the single-degree-of-freedom (SDOF) idealization of multistory building, and produce the control performance curve expressing the peak responses as a function of stiffness of all components, based on spectral characteristics of the earthquake. Against the target peak response, a rule to convert the SDOF design to multistory design, with consideration to distribute damper stiffness over the building height, is also presented. Accuracy of the approach is demonstrated by passive control design and time history simulations on a variety of 2-, 3- and 5-story models.
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 80 (716), 1525-1535, 2015
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
- 1390282680581981312
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- NII論文ID
- 130005108448
- 200000407370
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 026792845
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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
