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Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering)  2003, Vol. 4 Issue (1): 21-27    DOI: 10.1631/jzus.2003.0021
Mechanics & Civil Engineering     
Three-dimensional nonlinear flutter analysis of long-span suspension bridges during erection
ZHANG Xin-jun, SUN Bing-nan, XIANG Hai-fan
Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China; Department of Bridge Engineering, Tongji University, Shanghai 200092, China
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Abstract  In this work, the aerodynamic stability of the Yichang Suspension Bridge over Yangtze River during erection was determined by three-dimensional nonlinear flutter analysis, in which the nonlinearities of structural dynamic characteristics and aeroelastic forces caused by large deformation are fully considered. An interesting result obtained was that the bridge was more stable when the stiffening girders were erected in a non-symmetrical manner as opposed to the traditional symmetrical erection schedule. It was also found that the severe decrease in the aerodynamic stability was due to the nonlinear effects. Therefore, the nonlinear factors should be considered accurately in aerodynamic stability analysis of long-span suspension bridges during erection.

Key wordsLong-span suspension bridges      Nonlinear flutter analysis      Erection stage     
Received: 05 December 2001     
CLC:  U448.25  
Cite this article:

ZHANG Xin-jun, SUN Bing-nan, XIANG Hai-fan. Three-dimensional nonlinear flutter analysis of long-span suspension bridges during erection. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2003, 4(1): 21-27.

URL:

http://www.zjujournals.com/xueshu/zjus-a/10.1631/jzus.2003.0021     OR     http://www.zjujournals.com/xueshu/zjus-a/Y2003/V4/I1/21

[1] ZHANG Xin-jun, SUN Bing-nan, XIANG Hai-fan. Aerodynamic stability of cable-stayed bridges under erection[J]. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2005, 6( 3): 4-.