S字曲線形立体トラス橋の応力解析  [in Japanese] Stress Analysis of S-Curved Space Frame Bridge  [in Japanese]

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Author(s)

Abstract

When we construct a new road in a city, we are often obliged to use a S-Curved bridge because of the topography or the pre-established buildings. On the stress analysis of a circular curved space frame bridge, we had already investigated, we described here on the stress analysis of the circular S-Curved space frame bridge. For the convenience of calculation, we assume that the radii of the two circles are same and there is no transition curve between them.

Journal

  • Reports of the Faculty of Engineering, University of Yamanashi

    Reports of the Faculty of Engineering, University of Yamanashi (17), 76-83, 1966-12

    University of Yamanashi

Codes

  • NII Article ID (NAID)
    110000217339
  • NII NACSIS-CAT ID (NCID)
    AN0024491X
  • Text Lang
    JPN
  • Journal Type
    大学紀要
  • ISSN
    05131871
  • NDL Article ID
    9439371
  • NDL Source Classification
    ZM2(科学技術--科学技術一般--大学・研究所・学会紀要)
  • NDL Call No.
    Z14-262
  • Data Source
    NDL  NII-ELS 
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