既設H形ブレース材の制震ダンパー化に関する基礎的実験
書誌事項
- タイトル別名
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- Fabricating buckling-restrained braces from existing H-section bracing members- experimental study
抄録
This paper presents a result of a series of general investigations into the damage control seismic design of steel bridges. To this end, one of the most efficient ways is found to install energy dissipation devices in bridges, such as buckling-restrained braces (BRBs). In this paper, a series of new performance tests have been carried out for BRBs that have been made with existing H-section braces being wrapped in by a sort of buckling restraining members so that the overall buckling of the braces would not occur.
収録刊行物
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- 構造工学論文集 Ａ
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構造工学論文集 Ａ 56A 499-510, 2010
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390001205282839680
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- NII論文ID
- 130005060394
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- ISSN
- 1881820X
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- データソース種別
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- JaLC
- CiNii Articles
- KAKEN
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- 抄録ライセンスフラグ
- 使用不可