耐震性能の多様化に対応した耐震設計

• 秋山 宏

  東京大学工学部建築学科

書誌事項

タイトル別名

• EARTHQUAKE RESISTANT DESIGN TO MEET TO DIVERSIFIED PERFORMANCE
• タイシン セイノウ ノ タヨウカ ニ タイオウシタ タイシン セッケイ

抄録

Previous earthquake resistant design method has mainly pursued the structural safety by providing structures with the strength and inelastic deformation capacity, neglecting other performance such as the reduction of acceleration responses and the avoidance of interruption of daily activities. On the other hand, newly developing base-isolated structures have made it possible to satisfy these additional performance by applying rubber bearings with extremely large vertical bearing capacity and shear-deformation capacity. In this paper, whether such a diversified structural performance can be realized or not within the framework of ordinary earthquake resistant design method is discussed. As a conclusion, it is made clear that flexible-stiff mixed structures can be a general solution to the problem.

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 60 (472), 85-90, 1995

  日本建築学会

キーワード

• 耐震設計
• 免震構造
• 柔剛混合構造
• 構造性能

詳細情報

• CRID: 1390001205637009408
• NII論文ID: 110004303004
• NII論文ID: 10003113031
• NII書誌ID: AN10438559
• DOI: 10.3130/aijs.60.85_2
• ISSN: 18818153
• ISSN: 13404202
• NDL書誌ID: 3611041
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I3611041
• Web Site: https://www.jstage.jst.go.jp/article/aijs/60/472/60_KJ00004100116/_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