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The finite element model of the double track bridge was developed depending on additional finite element models, developed by the author, for small and full-scale plate girder steel bridge tests previously reported in the literature.
Ultimate loads, load-mid-span deflection relationships, failure modes, stress contours of the double track bridge as well as of the small and full-scale tests were predicted from the finite element analysis and compared well against test results.
In this paper the experimental results on the turbulence intensity levels at the catenary contact wires due to the presence of parapets placed on the sides of a double track bridge are presented.
The single track bridge between Sæter and Ljabru over Nordstrandveien will be demolished and replaced with a new double track bridge.
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The old single-track bridge allowed a top speed of 100km/h (62mph) but the new double-track bridge allows 160km/h.
The main line was double track to Huntly in 1896 and Keith in 1898, except for a single-track bridge over the Deveron between Avochie and Rothiemay, which was replaced by a double-track bridge in 1900.
In South Pasadena, seven streets and the Union Pacific and Santa Fe railroad lines on a double track combined bridge were carried over the parkway to keep the communities on each side connected.
This article addresses the dynamic behaviour of double track simply supported bridges of short to medium span lengths (10 m < L < 25 m) belonging to conventional railway lines.
During 1979, the section was rebuilt to double track, although the short bridge over Nordstrandsveien was kept single tracked.
Bewes [25] conducted noise tests of a double-track steel bridge in 2005.
Specific projects include electrification, double track between Trondheim and Trondheim Airport, additional passing loops, a new bridge over Stjørdalselva and a rearrangement of the tracks at Hell.
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