Schrägseilbrücke mit Litzenbündelseilen: Elbebrücke Schönebeck - Konstruktion und Ausführung (Teil 1)
| Author(s): |
Werner Brand
Joachim Puls Stephan Langer |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Stahlbau, March 2013, n. 3, v. 82 |
| Page(s): | 170-178 |
| DOI: | 10.1002/stab.201310031 |
| Abstract: |
A cable-stayed bridge with parallel strand cables: Elbe Bridge Schönebeck (Germany) - construction and execution (part 1).On the first of November was the last steel segment of the main span of the new bridge over the Elbe near Schönebeck successfully lifted. The new bridge has a total length of 1128.50 m and a mainspan of 185 m built as a single tower cable-stayed Bridge. |
| Keywords: |
balanced cantilever method composite bridge approval of individual cases DYNA Grip ConTen stressing method approval in individual case cantilever erection strand stay cable sheathing strand bundle cables
|
| Available from: | Refer to publisher |
Structures and Projects
Structure Types
- About this
data sheet - Reference-ID
10067343 - Published on:
29/03/2013 - Last updated on:
13/08/2014
Structurae cooperates with
