Design of Steel Cable-stayed Bridge with Low Height Towers
|
|
|||||||||||
Détails bibliographiques
| Auteur(s): |
Tomoo Tomoda
Hidenori Takahashi Hiroshi Nakagawa Yozo Fujino 
Hiroshi Katsuchi |
||||
|---|---|---|---|---|---|
| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Long Span Bridges and Roofs - Development, Design and Implementation, Kolkata, India, 24-27 September 2013 | ||||
| Publié dans: | IABSE Symposium Kolkata 2013 | ||||
|
|||||
| Page(s): | 1-6 | ||||
| Nombre total de pages (du PDF): | 6 | ||||
| Année: | 2013 | ||||
| DOI: | 10.2749/222137813808626812 | ||||
| Abstrait: |
A large cable-stayed bridge with low height towers is planned crossing a canal near one of the major airports in Japan. As a result of the low towers and since the angle between girder axis and cable is small, the increase of deflection of stiffening girder becomes a design issue for earthquake and wind resistance performance. In addition, there is the issue of soil-liquefaction during earthquake because the bridge is located in a reclaimed soft ground area. In order to solve these issues, structural stability of the main structure was confirmed by FE analysis. For wind resistance performance, the behavior of the bridge was examined by wind tunnel experiment, and for earthquake-resistance performance of the basement, the movement of the tower foundations was checked by 2-D dynamic effective stress analysis of the ground. |
||||
| Mots-clé: |
Pont à haubans
|
||||