Design Challenges of the Horotiu Paa Bridge – Maximising Structural Efficiency and Economy
|
|
|||||||||||
Détails bibliographiques
| Auteur(s): |
Liam Edwards
(AECOM New Zealand Ltd, Auckland, New Zealand)
|
||||
|---|---|---|---|---|---|
| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016 | ||||
| Publié dans: | IABSE Congress Stockholm, 2016 | ||||
|
|||||
| Page(s): | 827-836 | ||||
| Nombre total de pages (du PDF): | 10 | ||||
| Année: | 2016 | ||||
| DOI: | 10.2749/stockholm.2016.0814 | ||||
| Abstrait: |
The Horotiu Paa Bridge, also known as the Karapiro Gully Bridge is the largest weathering steel bridge in New Zealand. Construction of the bridge was recently completed in November 2015. The bridge is part of the Cambridge section of the Waikato Expressway in New Zealand. The Waikato Expressway is one of the seven state highways, named the Roads of National Significance, identified by the government as essential to New Zealand’s economic prosperity. The bridge spans over the Karapiro Gully with a total length of 200m, consisting of four 50m long equal spans and is 24m wide, servicing 4 lanes of traffic. This paper discusses the design development, key design aspects, innovations and technical challenges for the design of the Horotiu Paa Bridge. |
||||
| Mots-clé: |
acier béton conception sismique acier patinable acier auto-protecteur acier intempérique
|
||||