MISC

2009年

鷹島肥前大橋の常時微動計測による解析モデルの検証と交通振動解析

鋼構造年次論文報告集
  • 田中健介
  • ,
  • 高橋和雄
  • ,
  • 中村聖三
  • ,
  • 宮本敬太

17
開始ページ
239
終了ページ
246
記述言語
日本語
掲載種別
出版者・発行元
日本鋼構造協会

When the natural frequency of the cables on a cable-stayed bridge approaches that of the entire bridge, the bridge's vibration generates local vibrations in the support cables. Because these local vibrations may affect the bridge's safety and fatigue, it is important to understand how local vibrations are generated in the cables. The validity of an analytical model was verified by microtremor measurements. In addition, analytical models of various cables were developed and used for response analysis of the support cable and bridge under running vehicles. The influences of the differences between the various models are also described.

リンク情報
CiNii Articles
http://ci.nii.ac.jp/naid/120005322512
URL
http://hdl.handle.net/10069/33655
ID情報
  • ISSN : 1881-5367
  • CiNii Articles ID : 120005322512

エクスポート
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