Die Verformungsberechnung der Lahntalbrücke Limburg
| Author(s): |
Stephan Sonnabend
Stefan Franz Christina Steinbrück Martin Kerschensteiner |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Beton- und Stahlbetonbau, February 2016, n. 2, v. 111 |
| Page(s): | 77-89 |
| DOI: | 10.1002/best.201500066 |
| Abstract: |
The deformation calculation of the Lahntalbrücke LimburgThe new Lahntalbrücke in Limburg is a semi-integral prestressed concrete structure that has emerged from a design competition. It is distinguished by its slender, attractive design. The superstructure is currently erected as balanced cantilever construction. Subsequently, the peculiarities of the deformation calculation of the Lahntalbrücke are presented. The considerations about the allocation of the construction sections are discussed. The individual amounts of deflection to be considered are shown and the resulting deformation calculation is explained. Finally, the implementation of the deformation calculation regarding deflection measurements on the construction site is presented. |
| Keywords: |
balanced cantilever method box girder pier deformation calculations prestressing construction sections pre-stressed concrete Limburg Viaduct
|
| Available from: | Refer to publisher |
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10072816 - Published on:
24/04/2016 - Last updated on:
24/04/2016
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