Cable-Stayed Arch Bridge, Putrajaya, Kuala Lumpur, Malaysia
Author(s): |
P. Klein
Michael Yamout |
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Medium: | journal article |
Language(s): | English |
Published in: | Structural Engineering International, August 2003, n. 3, v. 13 |
Page(s): | 196-199 |
DOI: | 10.2749/101686603777964586 |
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. |