書誌事項
- タイトル別名
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- DEMAND OF STRENGTH FOR CONNECTIONS OF BUCKLING-RESTRAINED BRACES CONSIDERING VARIATION OF MECHANICAL PROPERTIES
- キョウド ノ バラツキ オ コウリョ シタ ザクツコウソク ブレース ノ セツゴウブ タイリョク ヨウキュウチ
この論文をさがす
抄録
Seismic response of the passive controlled structure using buckling-restrained braces (BRB) can be ensured when the BRB connection have sufficient strength. Therefore, it is necessary to prevent the occurrence of slippage or yielding at the connections. In this paper, parametric seismic response analysis was conducted to clarify main factors concerning strength of connections that will affect seismic response of structures. In the analysis, strength variations of BRB and bolted connection are considered. Finally, in order to ensure performance of passive controlled structures and decrease damage of frames, the methodology to determine the demand of strength for connections is revealed.
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 76 (662), 829-836, 2011
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
- 1390001205603359104
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- NII論文ID
- 130004752427
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- HANDLE
- 2433/189222
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- NDL書誌ID
- 11074807
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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