0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Die Gänsebachtalbrücke, eine integrale Talbrücke der DB AG auf der Neubaustrecke Erfurt-Leipzig/Halle

Author(s):
ORCID


Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 9, v. 105
Page(s): 590-598
DOI: 10.1002/best.201000034
Abstract:

The Gänsebach Valley Bridge, an Integral Valley Bridge owned by the DB AG on the New Railway Erfurt-Leipzig/Halle

The new railway between Erfurt and Leipzig/Halle, part of the transportation project "Deutsche Einheit No. 8.2", crosses the Gänsebach valley via an intregal (i.e. no bearings) prestressed concrete bridge. The bridge is designed for high-speed traffic of up to 300 km/h. The bridge, currently under construction, is based on an alternative design in accordance with the guideline "Design of Railway Bridges" ("Leitfaden: Gestalten von Eisenbahnbrücken") of the Deutsche Bahn AG. The Gänsebach valley bridge is designed as a frame bridge, a monolithical prestressed concrete double T-beam on circular columns. The example of the Gänsebach valley bridge proved that alternative designs following the DB AG guideline are to be regarded as at least equivalent with regard to load bearing capacity, serviceability and traffic safety as well as cost and therefore suitable for high-speed traffic. The deviation from the original plan and the integral design required a separate approval and consequently various further tests, such as examining the dynamic behavior under train crossings and possible resonance vibrations. These tests will be described in detail in this paper. This alternative design will result in a bridge which is more robust and will fit in more harmoniously with the shallow valley of the Gänsebach than the original commissioned design would have.

Keywords:
railroad bridge rail bridge resonance vibrations pre-stressed concrete Darrieus rotor high speed traffic
Available from: Refer to publisher

Structures and Projects

Structure Types

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.201000034.
  • About this
    data sheet
  • Reference-ID
    10058499
  • Published on:
    17/11/2010
  • Last updated on:
    13/08/2014
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine