高度成長期に建設された超高層建物の長周期地震動に対する応答特性 : 想定南海トラフ地震の関西地域における予測波を用いた検討 SEISMIC RESPONSE OF HIGH-RISE BUILDINGS CONSTRUCTED IN 1970S SUBJECTED TO LONG-PERIOD GROUND MOTIONS : Using predicted ground motions from hypothetical Nankai trough earthquakes in Kansai area

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抄録

This paper presents seismic response analysis of high-rise buildings subjected to long-period strong ground motions predicted in Kansai area during large earthquakes along the Nankai Trough. Two steel building models, 75m and 150m in height and designed according to common practice in the 1970s early developmental stage in Japan, are prepared to simulate seismic response under predicted ground motions obtained from four different estimation methods and source models. Maximum response of models are investigated with respect to predicted sites, estimation methods, earthquake source, variation of magnitude of earthquakes and dynamic characteristics of structures. Demand of plastic deformation for steel moment frames and moment connections during earthquakes are also revealed.

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 72(611), 55-61, 2007

    日本建築学会

参考文献:  19件中 1-19件 を表示

被引用文献:  2件中 1-2件 を表示

各種コード

  • NII論文ID(NAID)
    110006153889
  • NII書誌ID(NCID)
    AN10438559
  • 本文言語コード
    JPN
  • 資料種別
    ART
  • ISSN
    13404202
  • NDL 記事登録ID
    8647216
  • NDL 雑誌分類
    ZN1(科学技術--建設工学・建設業)
  • NDL 請求記号
    Z16-1419
  • データ提供元
    CJP書誌  CJP引用  NDL  NII-ELS  J-STAGE 
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