書誌事項
- タイトル別名
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- STUDY ON BEAM-END DETAILS FOR THE METHOD OF NON-SCALLOP ON BEAM-TO-COLUMN WELDED JOINTS
- ハシラ ハリ ヨウセツ セツゴウブ ニ オケル ノンスカラップ コウホウ リ
この論文をさがす
抄録
Scallops of the beam-web at welded beam-to-column connections of steel frames bring partial loss of cross sections at the part subjected to large bending moments when a severe earthquake occurs. Therefore, they are not desirable from the point of view of mechanical behavior. This paper presents the bending tests performed using specimens of beam-to-column joints on shop assembling carried out to investigate the effect of non-scallop methods and beam-scallops on fracture behavior, ultimate strength and deformation capacity of the steel beam-ends. It is concluded that a beam without scallops has earlier brittle fracture and higher strength, and larger deformation capacity than a conventional beam with scallops. Finally, it recommends the details of the end of the beam of the non- scallop method of construction with the cost performance being based from the view point of the design, the building.
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 62 (498), 145-151, 1997
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
- 1390001205637363328
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- NII論文ID
- 110004303412
- 10018684472
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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
- 4284683
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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
