PDF
(793KB)
i
This article has been updated.
A Correction to this article was published on .
i
The Original Article was published on
i
The Original Article was published on
i
This article has been updated
i
This article was retracted on
i
This article has been updated
Abstract
The main span of Sutong Bridge is a doublepylon, doubleplane cablestayed bridge with steel box girder, which has the world’s longest central span of 1 088 m within cablestayed bridges. To overcome problems caused by severe meteorological conditions, perplexing hydrological conditions, deep buried bedrock and higher navigation level, many new technics and methods were created. Keys including structural system, steel box girder, stayed cable, tower, pier, tower foundation, collision avoidance system, windresistance, seismicresistance, structural nonlinear response and structural static stability were presented individually in this paper.
Keywords
cable-stayed bridge
/
structural system
/
steel box girder
/
stayed cable
/
tower
/
tower foundation
Cite this article
Download citation ▾
Zhang Xigang1, Yuan Hong1, Pei Minshan1, Dai Jie2, Xu Lin1.
General design of Sutong Bridge.
Strategic Study of CAE, 2009, 11 (1) : 6-11 DOI:
CHANGE HISTORY
A Correction to this paper has been published:
https://doi.org
The Retraction Note was updated to reflect reception of statements of disagreement from all authors.
This article has been retracted.Please see the Retraction Notice for more detail:
https://doi.org