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A Rational Buckling Model for Through Girders

Santoso, Hasan (2000) A Rational Buckling Model for Through Girders. Civil Engineering Dimension, Vol. 2 (No. 1). pp. 37-42. ISSN 1410-9530

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      Abstract

      Buckling of a through girder generally is predicted by the so called U-frame approach which treats the compressed top flanges as compression members restrained elastically by the web stiffness. This study used a line-type finite element analysis to examine buckling behavior of through girders, both a single span girder and a continuous girder. The elastic buckling loads were plotted for a range of span to height ratio.

      Item Type: Article
      Uncontrolled Keywords: U-frame, through girder, distortional buckling
      Subjects: T Technology > TA Engineering (General). Civil engineering (General)
      Divisions: Faculty of Civil Engineering and Planning > Civil Engineering Department
      Depositing User: Admin
      Date Deposited: 22 Sep 2020 01:41
      Last Modified: 22 Sep 2020 17:17
      URI: http://repository.petra.ac.id/id/eprint/18874

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