A RATIONAL BUCKLING MODEL FOR THROUGH GIRDERS

Authors

  • Hasan Santoso Faculty of Civil Engineering and Planning, Petra Christian University

DOI:

https://doi.org/10.9744/ced.2.1.pp.%2037-42

Keywords:

U-frame, through girder, distorsional buckling

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 behaviour 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.

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Published

2004-06-02

How to Cite

Santoso, H. (2004). A RATIONAL BUCKLING MODEL FOR THROUGH GIRDERS. Civil Engineering Dimension, 2(1), pp. 37-42. https://doi.org/10.9744/ced.2.1.pp. 37-42

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Articles