アンボンドX型配筋RC梁の損傷評価

• 島崎 和司

  神奈川大学工学部建築学科

書誌事項

タイトル別名

• DAMAGE EVALUATION OF A DE-BONDED DIAGONALLY REINFORCED BEAM
• アンボンド Xガタハイキン RCリョウ ノ ソンショウ ヒョウカ

抄録

The structural design of a reinforced concrete building aims at performance based design. With upgrading of required performance, the demand for the building changes to be used with small repair cost even after a severe earthquake. RC members are required to evaluate the damage, and also required good reparability. A beam with de-bonded diagonal reinforcements is very ductile and has good reparability even used as a short beam. To evaluate the load resisting system and the condition of damage level of a member, parametric experimental tests were carried out and a load-carrying model was proposed. After applying this model to the tested results, the design method with less damage was evaluated and investigated by FEM analysis.

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 71 (604), 119-126, 2006

  日本建築学会

キーワード

• RC構造
• 損傷制御
• X型梁
• 付着
• 耐震設計

詳細情報

• CRID: 1390282680613197696
• NII論文ID: 110004776296
• NII書誌ID: AN10438559
• DOI: 10.3130/aijs.71.119_3
• ISSN: 18818153
• ISSN: 13404202
• HANDLE: 10487/5683
• NDL書誌ID: 7987042
• Web Site: https://kanagawa-u.repo.nii.ac.jp/records/2863
• Web Site: http://id.ndl.go.jp/bib/7987042
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I7987042
• Web Site: https://www.jstage.jst.go.jp/article/aijs/71/604/71_KJ00004348024/_pdf
• 本文言語コード: ja
• データソース種別:
  • JaLC
  • IRDB
  • NDL
  • Crossref
  • CiNii Articles
  • KAKEN
• 抄録ライセンスフラグ: 使用不可