書誌事項
- タイトル別名
-
- ON THE ACCESS LIMIT OF WEB PERFORATION TO STEEL BEAM END
- テッコツ ハリ カンツウコウ ノ リョウタン カラ ノ ゲンカイ キョリ ニ
この論文をさがす
説明
The basic condition of limit state design for beams is that beams show sufficient plastic deformation capacity by generating plastic hinges at the beam ends. Concerning beams with web perforation, this condition is also satisfied when opening located in a distance from the beam end is not dameged prematurely. In this paper, design formulae for evaluating strength of opening part and limit distance of the opening from the beam end are proposed. And an experiment was performed for verifing the propriety of the design formulae and the plastic deformation capacity of the beams with web opnenings.
収録刊行物
-
- 日本建築学会構造系論文集
-
日本建築学会構造系論文集 62 (496), 105-112, 1997
日本建築学会
- Tweet
詳細情報 詳細情報について
-
- CRID
- 1390001205637879680
-
- NII論文ID
- 110004303388
-
- NII書誌ID
- AN10438559
-
- ISSN
- 18818153
- 13404202
- http://id.crossref.org/issn/13404202
-
- NDL書誌ID
- 4237256
-
- 本文言語コード
- ja
-
- データソース種別
-
- JaLC
- NDLサーチ
- Crossref
- CiNii Articles
- OpenAIRE
-
- 抄録ライセンスフラグ
- 使用不可
