書誌事項
- タイトル別名
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- RESPONSE CONTROL OF BASE-ISOLATED STRUCTURE INCORPORATED WITH A VISCOELASTICALLY SUPPORTED VISCOUS MASS DAMPER
- ネンダンセイ ヨウソ シジ サレタ ネンセイ マスダンパー オ ユウスル メンシンコウゾウブツ ノ ジシンジ オウトウ ヘンイ セイギョ
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抄録
Research on application of a rotary inertial damper in a seismic isolated structure has been conducted by many researchers in pursuit of threefold objectives; response control in multiple levels of input ground motions, reduction of floor response accelerations, and establishment of optimum damper design method. The authors propose a new type rotary inertial damper referred to as a viscoelastically supported viscous mass damper (VeVMD). Unlike a conventional force restricted viscous mass damper (FRVMD), an apparent mass and viscous element arranged in parallel are supported by viscoelastic material to obtain better performance. Aset of pareto-optimum designs of VeVMD system is sought by a multi-objective genetic algorithm.
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), 1515-1524, 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
- 1390001205605269760
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- NII論文ID
- 130005108447
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 026792801
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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