Pylon Designs for Concrete Cable-Stayed Bridges, USA
| Author(s): |
Juan José Goñi
Alan J. Moreton W. Denney Pate |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Structural Engineering International, February 1999, n. 1, v. 9 |
| Page(s): | 63-66 |
| DOI: | 10.2749/101686699780482140 |
| Abstract: |
Central pylons that utilize saddles to support a single plane of stays are presented as a cost-effective solution for the design of concrete cable-stayed bridges. The success of these structures within the two-alternatives design process for cable-stayed bridges in the USA is discussed. The case of the Chesapeake & Delaware Canal Bridge is presented as an example of these cost-effective and aesthetically pleasing structures. |
Structures and Projects
Structure Types
Geographic Locations
- About this
data sheet - Reference-ID
10000620 - Published on:
15/10/2000 - Last updated on:
13/08/2014
Structurae cooperates with
