STRENGTHENING STEEL BOX GIRDER BRIDGES BY CONTROLLING THE EFFECTS OF SHEAR LAG

The effects of shear lag in box girders cause amplification of edge stresses. A method of strengthening an existing girder is proposed which will increase the buckling resistance while also controlling the shear lag effect. This method can also be used in designing new box girders. The desired buckl...

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Veröffentlicht in:	Proceedings of the Institution of Civil Engineers. Structures and buildings 1994-11, Vol.104 (4), p.483-488
Hauptverfasser:	EVANS, H R, KRISTEK, V, SKALOUD, M
Format:	Artikel
Sprache:	eng
Online-Zugang:	Volltext
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