論文

査読有り
2016年4月

トラス橋部材破断がSSMA分析結果に及ぼす影響の数値的検討

構造工学論文集
  • 石川, 幹生
  • ,
  • 山本, 亨輔

62
A
開始ページ
204
終了ページ
211
記述言語
日本語
掲載種別
研究論文(学術雑誌)
DOI
10.11532/structcivil.62A.204
出版者・発行元
公益社団法人 土木学会

VRA (Vehicle Response Analysis) method has been proposed as a method of bridge screening. SSMA (Spatial Singular Mode Angle) is one of the proposed indices of VRA and indicates bridge mode shapes, which can be estimated by using only vehicle vibrations. SSMA rarely shows the correct bridge mode shape, but it has the high sensitivity to bridge damage. However, the previous studies have carried out only simple numerical simulations based on FEM. In this study, numerical approach is applied to a 3D truss bridge and full-sized car model. The results correspond well to the experiment results obtained in the previous studies.

リンク情報
DOI
https://doi.org/10.11532/structcivil.62A.204
CiNii Articles
http://ci.nii.ac.jp/naid/130005607928
CiNii Books
http://ci.nii.ac.jp/ncid/AA12210243
URL
http://id.ndl.go.jp/bib/027287109
ID情報
  • DOI : 10.11532/structcivil.62A.204
  • ISSN : 1881-6614
  • CiNii Articles ID : 130005607928
  • CiNii Books ID : AA12210243

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