TY - JOUR AU - Santoso, Hasan PY - 2004/06/02 Y2 - 2024/03/28 TI - A RATIONAL BUCKLING MODEL FOR THROUGH GIRDERS JF - Civil Engineering Dimension JA - ced VL - 2 IS - 1 SE - DO - 10.9744/ced.2.1.pp. 37-42 UR - https://ced.petra.ac.id/index.php/civ/article/view/15518 SP - pp. 37-42 AB - 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. ER -