Influence of Loading Parameters on Lateral Torsional Buckling Resistance of Steel Plate Girders
Tomme: LIX (LXIII) Fascicle: 3 | 2013
Pages: 147-160
Abstract text:
The results of an analysis regarding the influence that the load location relative to shear centre of the section and the cross-section shape have on the bending resistance of the mono-symmetrical steel plate girders are presented. The girder bending resistance is evaluated according to the Euro norms EN 1993-1-1: Design of Steel Structures. General Rules and Rules for Buildings and EN 1993-1-5: Plated Structural Elements.The obtained results can be useful in the optimal design of steel plate girders.
Key Words:
steel plate girders; lateral-torsional buckling; bending resistance; influence parameters
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