A RATIONAL BUCKLING MODEL FOR THROUGH GIRDERS
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...
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| Format: | Article |
| Language: | English |
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Petra Christian University
2000-01-01
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| Series: | Civil Engineering Dimension |
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| Online Access: | http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/15518 |