論文

査読有り
2008年3月

免震建物の限界アスペクト比の解析,その1:漸化式型線形解析に基づく積層ゴムの軸方向変形簡易解析法

構造工学論文集,54B, pp. 591-598
  • 日野 惇
  • ,
  • 吉富 信太
  • ,
  • 辻 聖晃
  • ,
  • 竹脇 出

54
開始ページ
591
終了ページ
598
記述言語
日本語
掲載種別
出版者・発行元
一般社団法人日本建築学会

The purpose of this paper is to propose a simple analysis method of axial deformation of base-isolation rubber bearings and present its applicability to the analysis of the bound of the aspect ratio of base-isolated buildings. The bound of the aspect ratio of base-isolated buildings is analyzed based on the relationship of the following four quantities; (i) ultimate state of uplift of rubber bearings based on a proposed recursive linear analysis, (ii) ultimate state of drift of base-isolation story, (iii) ultimate state of compressive axial stress of rubber bearings under dead loads, (iv) prediction of overturning moment at the base under design earthquakes. A new recursive linear analysis method of axial deformation of rubber bearings is presented and it is shown that there exists an optimal size of rubber bearings to attain the maximum allowable aspect ratio.

リンク情報
CiNii Articles
http://ci.nii.ac.jp/naid/110009706169
CiNii Books
http://ci.nii.ac.jp/ncid/AN10249636
URL
http://www.aij.or.jp/paper/detail.html?productId=398386
ID情報
  • ISSN : 0910-8033
  • CiNii Articles ID : 110009706169
  • CiNii Books ID : AN10249636

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