Abstract
The problem of correct design of one-sidedly stiffened orthotropic plate elements of box-girder bridges attracted during the last years, and still attracts at the present time, plenty of attention; this being particularly due to the recent accidents on a number of large-span bridges, which highlighted the necessity to deal thoroughly with the afore-said problem.
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© 1983 J. Djubek, R. Kodnár, M. Škaloud
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Djubek, J., Kodnár, R., Škaloud, M. (1983). Large Deflections of Orthotropic Webs. In: Limit State of the Plate Elements of Steel Structures. Lehr- und Handbücher der Ingenieurwissenschaften, vol 39. Birkhäuser Basel. https://doi.org/10.1007/978-3-0348-7497-7_7
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DOI: https://doi.org/10.1007/978-3-0348-7497-7_7
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