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Planung und Bau einer semiintegralen Eisenbahnüberführung in Walzträger-in-Beton (WiB)-Bauweise

Author(s):




Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 2, v. 109
Page(s): 96-106
DOI: 10.1002/best.201300082
Abstract:

Design and construction of a semi-integral railway overpass using the "rolled steel girders in concrete" (WiB) construction method

The existing railway overpass "Großenhainer Straße" in Dresden, built in 1898/99, does not comply to the latest requirements. The structure will be replaced by a modern three-span-bridge in "rolled steel girders in concrete" (WiB) construction method with two superstructures with double track lines. During construction the rail traffic, motor vehicles and tramway will be continuously in service. With respect to the present boundary conditions, the structure represents an innovative and extremely ambitious engineering task. Due to the sensitive urban environment, ambitious visual design requirements have to be fulfilled. The new railway bridge "Großenhainer Straße" is an outstanding structure in respect of architectural and technical design as well as functionality.

Keywords:
railroad bridge rail bridge
Available from: Refer to publisher

Structures and Projects

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/best.201300082.
  • About this
    data sheet
  • Reference-ID
    10069740
  • Published on:
    14/02/2014
  • Last updated on:
    13/08/2014