任意方向からの水平１成分地震動を受ける偏心建物の柔側構面最大応答の上限値の推定

DOI 被引用文献2件 参考文献5件
  • 藤井 賢志
    千葉工業大学工学部建築都市環境学科　准教授・博士（工学）

書誌事項

タイトル別名
  • PREDICTION OF LARGEST PEAK SESIMC RESPONSE AT FLEXIBLE-SIDE FRAME OF ASYMMETRIC BUILDINGS UNDER HORIZONTAL GROUND MOTION ACT IN ARBITRARY DIRECTION

説明

In this paper, a simplified seismic assessment procedure for asymmetric frame building considering the critical direction of seismic input at each nonlinear stage is proposed. In this procedure, the critical direction of seismic input which produces the maximum response at flexible side frame is assumed to coincide with the principal direction of the first modal response, which is evaluated based on pushover analyses results at each nonlinear stage, and the peak response of flexible side frame at each seismic intensity is estimated based on equivalent linearization technique. The results show that the upper bound of peak responses at flexible-side frame by given seismic intensity and arbitrary direction of seismic input can be predicted by the results obtained from proposed procedure.

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参考文献 (5)*注記

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キーワード

詳細情報 詳細情報について

  • CRID
    1390282680581533440
  • NII論文ID
    130004507876
  • DOI
    10.3130/aijs.75.1247
  • ISSN
    18818153
    13404202
  • データソース種別
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    • CiNii Articles
  • 抄録ライセンスフラグ
    使用不可

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