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- W633637849 abstract "This paper summarises the methods used for constructing superstructures of steel bridges in Hungary, and outlines the static problems during and after their erection. The three main methods used are: (1) building the bridge on site by a cantilever method, using a floating crane or a travelling crane on the superstructure; (2) building the structure near its final position, then moving it longitudinally to its site; and (3) building the structure at a workshop, moving it to the site, and lifting it into position in one piece. Today, nearly all steel bridges in Hungary are constructed using the first method. The erection of the MO Danube bridge at Haros is briefly described as an example. The bridge consists of a bridge over the river and two approach bridges. The superstructures of these bridges are composite steel box-girder structures with cast-in-place reinforced concrete deckslabs. The superstructure of the river bridge was built by the cantilever method. The approach bridges were built by launching from the river towards the abutments. The control of the quality of the structure, during and after erection, is discussed. For the covering abstract see IRRD 869077." @default.
- W633637849 created "2016-06-24" @default.
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- W633637849 date "1994-01-01" @default.
- W633637849 modified "2023-09-27" @default.
- W633637849 title "SOME PROBLEMS OF ERECTION OF STEEL BRIDGES IN HUNGARY" @default.
- W633637849 hasPublicationYear "1994" @default.
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