On the Structural Analysis of the Langered Plate  [in Japanese] On the Structural Analysis of the Langered Plate  [in Japanese]

Access this Article

Search this Article

Abstract

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.

Journal

  • 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

Codes

  • NII Article ID (NAID)
    120000786455
  • NII NACSIS-CAT ID (NCID)
    AN00052475
  • Text Lang
    JPN
  • Article Type
    departmental bulletin paper
  • Journal Type
    大学紀要
  • ISSN
    03877035
  • NDL Article ID
    1626889
  • NDL Source Classification
    NA31(構造設計)
  • NDL Source Classification
    ZV1(一般学術誌--一般学術誌・大学紀要)
  • NDL Call No.
    Z22-147
  • Data Source
    NDL  IR 
Page Top