鉄骨構造露出形式柱脚部の終局耐力に関する実験的研究

• 九谷 和秀

  九州産業大学工学部建築学科

• 増田 貫志

  九州産業大学工学部建築学科

書誌事項

タイトル別名

• EXPERIMENTAL STUDIES ON ULTIMATE STRENGTH OF EXPOSED TYPE OF STEEL COLUMN BASES
• テッコツ コウゾウ ロシュツ ケイシキ チュウキャクブ ノ シュウキョク タイ

抄録

Generally, the superposed strength is found by the graphical solution. In this paper, it has been definitely shown that the superposed strength is the sum of position vectors on those points of contact as interaction curves of the steel and the concrete have tangent lines which are parallel to each other. And, the superposed strength formula has been theoretically derived to predict the ultimate strength of the exposed type of steel column bases. From the results carried out the eccentrically applied load tests and the lateral load tests under constant axial forces, it has been definitely shown that the superposed strength formula is able to accurately predict the ultimate strength of the exposed type of steel column bases by using the empirical formula of the bearing strength of footings proposed by authors.

収録刊行物

• 日本建築学会構造系論文報告集

  日本建築学会構造系論文報告集 433 (0), 39-49, 1992

  一般社団法人 日本建築学会

キーワード

• 柱脚
• 終局耐力
• 累加耐力

詳細情報

• CRID: 1390001205605827200
• NII論文ID: 110004089772
• NII書誌ID: AN10040177
• DOI: 10.3130/aijsx.433.0_39
• ISSN: 24330000
• ISSN: 09108025
• ISSN: http://id.crossref.org/issn/09108025
• NDL書誌ID: 3754527
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I3754527
• Web Site: https://www.jstage.jst.go.jp/article/aijsx/433/0/433_KJ00004085558/_pdf
• 本文言語コード: ja
• データソース種別:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• 抄録ライセンスフラグ: 使用不可