書誌事項
- タイトル別名
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- FULL-SCALE SHAKING TABLE TEST OF DAMAGE TOLERANT STRUCTURE WITH A BUCKLING RESISTANT BRACE
- ザクツコウソク ブレース オ ユウスル ソンショウ セイギョ コウゾウ ブブン ホネグミ ノ ジツダイ シンドウダイ ジッケン
この論文をさがす
抄録
In this paper, a test procedure and test results of shaking table tests that specimens are partial frame model of damage tolerant structure with buckling resistant brace are shown. Four kinds of buckling resistant braces, which performs different characteristic, are set in the steel frame. Two different type waves (Kobe and Hachinohe) are inputted in the shaking table with four input levels (level1,2,3,4). In this study, Level 3 and 4 are configured as very severe earthquake. As a result, it was confirmed that buckling resistant brace can behave effectively in each input levels under the condition sat within the frame. The damper can reduce total damages at beam-to-column connection of the frame, unless the damper reaches a fracture.
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 67 (558), 189-196, 2002
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
- 1390001205636830848
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- NII論文ID
- 110004082017
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 6284381
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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
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- 抄録ライセンスフラグ
- 使用不可