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Author(s):

Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 12, v. 70
Page(s): 299-303
DOI: 10.1002/best.197500440
Abstract:

Bericht über Ausschreibung, Entwurf, Konstruktion und Bauausführung der 458 m langen Spannbetonbrücke mit zweizelligem Torsionshohlkasten. Die Feldweite zwischen den Pfeilern beträgt 39 m.

Keywords:
bridge bearing launching gantry pre-stressed concrete
Available from: Refer to publisher
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.197500440.
  • About this
    data sheet
  • Reference-ID
    10043476
  • Published on:
    23/01/2009
  • Last updated on:
    29/11/2018
 
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