曲げ降伏型RC柱の3軸非線形復元力特性に関する実験研究

• 西村 康志郎

  東京工業大学

• 瀧口 克己

  東京工業大学

書誌事項

タイトル別名

• EXPERIMENTAL STUDY ON TRI-AXIAL NONLINEAR RESTORING FORCE CHARACTERISTICS OF R/C COLUMNS YIELDED IN FLEXURE
• マゲ コウフクガタ RC チュウ ノ 3ジク ヒセンケイ フクゲンリョク トクセイ ニ カンスル ジッケン ケンキュウ

抄録

Four reinforced concrete column specimens were prepared for tri-axial loading test. The specimens had 150 x 150mm square section and 600mm clear span. A new experimental apparatus that allows tri-axial translation and restricts tri-axial rotation of head of the specimens was developed. The specimens were subjected to three-directional cyclic loading in the range of 0.1 to 0.4 axial force ratios. As a result, validity of the apparatus was verified. Horizontal rigidity of the column, a flexural strength surface, and an analogy to the theory of plasticity were considered from the viewpoint of formulation of tri-axial nonlinear restoring force characteristics of R/C column by using the theory of plasticity.

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 70 (587), 173-180, 2005

  日本建築学会

キーワード

• RC柱
• 3方向加力
• 平行維持装置
• 復元力特性
• 塑性論

詳細情報

• CRID: 1390282680614519040
• NII論文ID: 110004839607
• NII書誌ID: AN10438559
• DOI: 10.3130/aijs.70.173_1
• ISSN: 18818153
• ISSN: 13404202
• NDL書誌ID: 7210750
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I7210750
• Web Site: https://www.jstage.jst.go.jp/article/aijs/70/587/70_KJ00004392630/_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