Cable-Stayed Arch Bridge, Putrajaya, Kuala Lumpur, Malaysia
| Author(s): |
P. Klein Michael Yamout |
|---|---|
| Medium: | journal article |
| Language(s): |
|
| Issue: | "Structural Engineering International", August 2003, n. 3 v. 13 |
| Abstract: |
This cable-stayed arch bridge is one of a set of distinctive new structures in Putrajaya city. The bridge is a provocative contribution to the debate on tenable standpoints concerning bridge concepts. It is a combination of two bridge types and was a challenge to the construction engineers during the erection stages. A sophisticated load transferring procedure combined with an initial monitoring period and subsequent fine tuning of the hangers and stay cables lead to a well-balanced load distribution considering all thermal effects and service load stages. The structure is a combination of two overhead inclined arches and a 'classical' twin-pylon cable stayed bridge. The main span is 300 m and the sword shaped pylons are 73 m high. The centre spine of the 32 m wide deck is suspended to a uni-planar stay cable arrangement, its wings are supported by the arch hangers.The arches are made of cold rolled steel tubes (2,20 m in diameter), erected on temporary scaffolding towers and welded on site. |
Structures and Projects
Featured Product
TECU® Brass
TECU® Brass is a material with a reddish golden surface for impressive new façade solutions using copper.
Internal Information
| Reference-ID: | r0009027 |
|---|---|
| Created: | 29/10/2003 |
| Last Updated: | 27/02/2013 |
