異幅接合形式による角形鋼管柱・梁接合部の合理的な設計方法に関する研究-実大実験による耐力と剛性の評価-(学内特別研究)
書誌事項
- タイトル別名
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- Studies on the Design of SHS Column-to-Beam Connections with Considerbly Unequal Width Columns(Researches)
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説明
In this paper, for simple fabrication of SHS column-to-H beam connections with considerbly unequal width,the strength of the simple connection detail which is composed of a joint panel with the same width as a lower column and a pair of diaphragm plates is investigated. Cantilever column tests were conducted on the variable of connection types and the presence of rib-plate reinforcement.
収録刊行物
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- 日本工業大学研究報告 = Report of researches, Nippon Institute of Technology
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日本工業大学研究報告 = Report of researches, Nippon Institute of Technology 45 (4), 56-59, 2016-02
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詳細情報 詳細情報について
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- CRID
- 1050282812726319104
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- NII論文ID
- 120005721216
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- ISSN
- 21895449
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- 本文言語コード
- ja
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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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- IRDB
- CiNii Articles