書誌事項
- タイトル別名
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- DESIGN FORMULAE FOR RHS-COLUMN TO BEAM CONNECTIONS WITH EXTERIOR DIAPHRAGMS
- ソト ダイアフラム ケイシキ カクガタ コウカンチュウ リョウ セツゴウブ ノ セッケイシキ
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抄録
This paper proposes design formulae for RHS-column to beam connections with exterior diaphragms. In Ref. 7), full plastic strength and ultimate strength were obtained by applying plastic analysis to the collapse mechanism, which consists of yield lines on the column tube wall and three yield zones of the exterior diaphragm under uniform strain condition. In this paper, yield strength and ultimate strength are derived based on some informations obtained by plastic analysis. Next, approximate formulae for evaluating the yield strength and the ultimate strength of the connections are proposed in order to make the method proposed above more practical. Finally, the design method of fillet welded connections between the column tube wall and the exterior diaphragms is proposed, too.
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 72 (618), 221-228, 2007
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
- 1390001205670439296
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- NII論文ID
- 110006367041
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
- http://id.crossref.org/issn/13404202
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- NDL書誌ID
- 8914445
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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