2方向曲げを受ける合成長柱の耐力予測

• 柴田 道生

  摂南大学工学部建築学科

書誌事項

タイトル別名

• DESIGN FORMULA OF A COMPOSITE BEAM-COLUMN SUBJECTED TO BI-DIRECTIONAL BENDING
• 2 ホウコウ マゲ オ ウケル ゴウセイ チョウチュウ ノ タイリョク ヨソク

抄録

Theoretical studies are presented on the prediction of bending strength of a composite beam-column subjected to bi-directional bending. The term bi-directional bending is defined as the bending where the both ends of a bar are subjected to end moments of differnt directions. The main objective of this study is to refine the AIJ design formula which is based on the modified-superposed strength method. Strength of a composite beam-column, subjected to bi-directional bending, is obtained as the smaller value between the biaxial short column strength of the critical end section and that of the approximate solution of collapse at the mid-span. Proposed formula shows a good agreement with precise numerical solutions and/or experimental results.

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 72 (613), 163-167, 2007

  日本建築学会

キーワード

• SRC長柱
• 2方向曲げ
• 最大耐力
• 設計式
• 長柱効果

詳細情報

• CRID: 1390282680646682880
• NII論文ID: 110006224444
• NII書誌ID: AN10438559
• DOI: 10.3130/aijs.72.163_2
• ISSN: 18818153
• ISSN: 13404202
• ISSN: http://id.crossref.org/issn/13404202
• NDL書誌ID: 8731397
• Web Site: http://id.ndl.go.jp/bib/8731397
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I8731397
• Web Site: https://www.jstage.jst.go.jp/article/aijs/72/613/72_KJ00004557449/_pdf
• 本文言語コード: ja
• データソース種別:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
  • KAKEN
• 抄録ライセンスフラグ: 使用不可