Composite construction in cable-stayed bridge towers
| Author(s): |
Miguel A. Astiz
|
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | International Conference: Composite Construction - Conventional and Innovative, Innsbruck, Austria, 16-18 September 1997 |
| Published in: | Composite Construction - Conventional and Innovative |
| Page(s): | 127-132 |
| Year: | 1997 |
| DOI: | 10.5169/seals-956 |
| Abstract: | This paper presents an application of composite construction to solve the problem of anchoring the cables to concrete towers in cable-stayed bridges. The use of steel saddles made out of perforated plates is proposed as a compact, economical and fatigue resistant solution to this problem. Design and analysis of such a solution is presented as applied to a cable-stayed bridge with a 203 m long central span. |
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