基礎浮き上がりを伴う鉄骨架構の振動台実験

• 岩下 敬三

  (株)竹中工務店技術研究所

• 木村 秀樹

  (株)竹中工務店技術研究所

• 春日 康博

  (株)竹中工務店技術研究所

• 鈴木 直幹

  (株)竹中工務店大阪本店設計部

書誌事項

タイトル別名

• SHAKING TABLE TEST OF A STEEL FRAME ALLOWING UPLIFT
• キソ ウキアガリ オ トモナウ テッコツカコウ ノ シンドウダイ ジッケン

抄録

The shaking table test was done to study basic characteristics concerning the earthquake response of a building allowing uplift, by using the scaled models of buildings with large aspect ratio The specimen was 1/9 scale and one by one-span four-story frame model Span in the direction of excitation was 1m The aspect ratio was varied about 3 5 and about 7 by making the support spacing a half Simulation analysis of the shaking table test was also performed in order to verify the seismic response analysis method of a building allowing uplift The following conclusions were obtained by this study The story-shearing force does not increase so much even if the input level increases when the uplift occurs The seismic response analysis results of both the uplift restrained and allowed specimens show good correspondence with the 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 67 (561), 47-54, 2002

  日本建築学会

キーワード

• 振動台
• 浮き上がり
• 地震応答
• 応答低減

詳細情報

• CRID: 1390001205637642880
• NII論文ID: 110004304290
• NII書誌ID: AN10438559
• DOI: 10.3130/aijs.67.47_2
• ISSN: 18818153
• ISSN: 13404202
• ISSN: http://id.crossref.org/issn/13404202
• NDL書誌ID: 6366461
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I6366461
• Web Site: https://www.jstage.jst.go.jp/article/aijs/67/561/67_KJ00004101926/_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