曲線形立体トラス橋の応用解析 Stress Analysis of Curved Space Frame Bridge

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抄録

In order to run in full speed on the curved traffic lane, we must sometimes construct a curved beam bridge or a curved space frame bridge on the river and the valley. The former has been studied by many investigators, but the latter has not jet been investigated except by Gottfeldt. At first I describe here on the stress analysis of the curved space frame bridge by using the difference equations when it is loaded with vertical loads, tangential loads, and centrifugal loads. Next, I expand this method to the curved truss bridge with n-2 panels in the outside truss and n panels in the inside truss. We can use those results in the cases when the curved bridge is applied with wind load or seismic load.

収録刊行物

  • 山梨大学工学部研究報告

    山梨大学工学部研究報告 (13), 140-147, 1962-12

    山梨大学

各種コード

  • NII論文ID(NAID)
    110000217268
  • NII書誌ID(NCID)
    AN0024491X
  • 本文言語コード
    JPN
  • 雑誌種別
    大学紀要
  • ISSN
    05131871
  • NDL 記事登録ID
    9213196
  • NDL 雑誌分類
    ZM2(科学技術--科学技術一般--大学・研究所・学会紀要)
  • NDL 請求記号
    Z14-262
  • データ提供元
    NDL  NII-ELS 
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