外ダイアフラム付き角形鋼管中柱 : 梁接合部の耐力算定式に関する研究
書誌事項
- タイトル別名
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- Study on Evaluation on Strength of Beam to RHS Interior Column Connection with Exterior Diaphragm
- 公開日
- 2024-07-15
- 資源種別
- departmental bulletin paper
- DOI
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- 10.15017/7217536
- 公開者
- 九州大学大学院人間環境学研究院都市・建築学部門
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説明
By utilizing FEM analysis, based on monotonic tensile experiments and previous data, this study analyzed on the behavior of beam-to-rectangular hollow section (RHS) column connections with exterior diaphragms. This article reevaluates the plastic and yield strength of this kind of connections with a new formular, of which the aim is to enhance accuracy in strength prediction and address recent discoveries in connections’ mechanical behavior, which, suggesting that the plastic region might not extend to the beam-end. Comparing Matsuo's traditional method to the new approach reveals, the latter showed a superior accuracy and safety, giving lower estimates on yield strength and plastic strength, according to a static analysis.
収録刊行物
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- 都市・建築学研究
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都市・建築学研究 46 25-37, 2024-07-15
九州大学大学院人間環境学研究院都市・建築学部門
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詳細情報 詳細情報について
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- CRID
- 1390582540215363072
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- NII書誌ID
- AA11687626
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- DOI
- 10.15017/7217536
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- ISSN
- 27588610
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- HANDLE
- 2324/7217536
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- 本文言語コード
- en
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- 資料種別
- departmental bulletin paper
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- データソース種別
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- JaLC
- IRDB
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- 抄録ライセンスフラグ
- 使用可