超高層免震建物の風応答観測記録に基づく免震ダンパーの疲労損傷評価

• 佐藤, 大樹

• Sato, Daiki

• 村上, 智一

• Murakami, Tomokazu

• 田村, 哲郎

• TAMURA, TETSURO

• 普後, 良之

• Fugo, Yoshiyuki

• 吉江, 慶祐

• Yoshie, Keisuke

• 笠井, 和彦

• KASAI, KAZUHIKO

• 北村, 春幸

• Kitamura, Haruyuki

抄録

The number of the isolated building has been gradually increasing after Kobe earthquake in 1995. The wind resistant design of the building is done so that the primary members become the elastic-region even if the strong wind forces are acted. In the high-rise seismic isolated building with the low natural frequency, the seismic isolation layer may become plasticity against the strong wind. This paper discusses about the fatigue damage evaluation method for the steel damper of high-rise seismic isolated building based on wind-induced response observation data.

identifier:oai:t2r2.star.titech.ac.jp:50400939

収録刊行物

• 第12回日中建築構造技術交流会論文集

  第12回日中建築構造技術交流会論文集 2017-09

詳細情報

• CRID: 1050855522114259968
• NII論文ID: 120006705349
• Web Site: http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100758211
• 本文言語コード: ja
• 資料種別: conference paper
• データソース種別:
  • IRDB
  • CiNii Articles