On the Structural Analysis of the Langered Plate On the Structural Analysis of the Langered Plate

この論文にアクセスする

この論文をさがす

抄録

The stress distributions and deflections of the composite structure which is built up with a deck plate and two spandrel arches stiffening the plate at the edges, are discussed.  In dividing the deck plate into long strips,and recomposing the structure so as to apply Finite Fourier Integration Transform,the authors obtained the solutions in simple forms, which is feasible to take the boundary conditions of the plate into account.  As the numerical examples, the structure which has two opposite edges simply supported and the other two edges rested on the stiffening frame works,and is subjected to uniform load, are computed.

収録刊行物

  • 北見工業大学研究報告

    北見工業大学研究報告 7(1), p153-161, 1975-11

    北見工業大学

各種コード

  • NII論文ID(NAID)
    120000786455
  • NII書誌ID(NCID)
    AN00052475
  • 本文言語コード
    JPN
  • 資料種別
    departmental bulletin paper
  • 雑誌種別
    大学紀要
  • ISSN
    03877035
  • NDL 記事登録ID
    1626889
  • NDL 刊行物分類
    NA31(構造設計)
  • NDL 雑誌分類
    ZV1(一般学術誌--一般学術誌・大学紀要)
  • NDL 請求記号
    Z22-147
  • データ提供元
    NDL  IR 
ページトップへ