The Niesenbach Bridge - Austria
DOI:
https://doi.org/10.3989/ic.1974.v27.i266.2963Abstract
This article describes the works carried out by the firm Mayreder Kraus & Co. to construct the bridge in question across the gorge of the same name. It consists of 30 m straight side spans and one 120 m central span accomplished by means of the system of successive corbels uniting 6 m members with the aid of a cable way. The 18.80 m wide deck rests upon two twin arches of prestressed concrete with the help of five pairs of vertical pillars of reinforced concrete.
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Copyright (c) 1974 Consejo Superior de Investigaciones Científicas (CSIC)
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