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Aerodynamic Challenges and Solutions of Ultra Long Span Cable Stayed Bridges

 Aerodynamic Challenges and Solutions of Ultra Long Span Cable Stayed Bridges
Author(s): , , ,
Presented at 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012, published in , pp. 532-539
DOI: 10.2749/222137912805110817
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This paper introduces the aerodynamic challenges of ultra long span cable stayed bridges with a main span exceeding 1,200m and provides technical solutions based on the specimen design of a 1,400m ...
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Bibliographic Details

Author(s):



Medium: conference paper
Language(s): English
Conference: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012
Published in:
Page(s): 532-539 Total no. of pages: 8
Page(s): 532-539
Total no. of pages: 8
DOI: 10.2749/222137912805110817
Abstract:

This paper introduces the aerodynamic challenges of ultra long span cable stayed bridges with a main span exceeding 1,200m and provides technical solutions based on the specimen design of a 1,400m main span partially earth anchored cable stayed bridge. An innovative tie cable technology is introduced which makes the construction feasible and allows a 30% reduction in the steel deck quantities compared to a bridge built by the traditional cantilever method.

Keywords:
aerodynamics long span cable stayed bridge stay cable damping