書誌事項
- タイトル別名
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- BUCKLING STRENGTH AND POST-BUCKLING STRENGTH OF THIN STEEL PLATE WITH VARIOUS ASPECT RATIO SUPPORTED PARTIALLY BY STEEL FRAMES
- アスペクトヒ ノ コトナル ブブン シジサレタ ウスコウハン ノ センダン ザクツ タイリョク オヨビ ザクツゴ タイリョク ヒョウカ
この論文をさがす
抄録
The authors described buckling strength and post buckling strength of thin steel plate with aspect ratio of 1.0 partially supported by steel frames in the previous paper. In this paper, the buckling stress of the plate of aspect ratio between 1.0 and 3.0 used by the bracing model is discussed. The approximation formula of the buckling strength is proposed by using the tensile-compressive bracing model. The result are compared with the buckling mode analysis and the geometric nonlinear analysis by FEM. The approximation formula of the post buckling strength of thin steel plate combined with steel stiff frame is proposed in consideration of stress distribution and yield condition. Also the relationship between the bending rigidity of the steel frame and post buckling strength of the steel plate is examined.
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 (617), 161-167, 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
- 1390001205671149824
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- NII論文ID
- 110006317807
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 8883500
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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
