Simulation of Wind Field on Long-Span Cable-Stayed Bridge Based on SPT

Yi Feng Huang; Ji Xin Yang

doi:10.4028/www.scientific.net/AMM.90-93.2451

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Simulation of Wind Field on Long-Span Cable-Stayed...

Simulation of Wind Field on Long-Span Cable-Stayed Bridge Based on SPT

Abstract:

The simplified of fluctuating wind field and the basic theory of Spectral Proper Transformation（SPT）were expatiated. SPT was used to simulate the random wind field on long-span cable-stayed bridge, then the random wind field of the bridge was simulated by MATLAB program, an actual example was used to validate the validity and correctness of the MATLAB program. The results showed that SPT had the advantage of explicit physical meaning, high computational efficiency. It is an effective method to simulate the random wind field.

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

2451-2455

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.2451

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Online since:

September 2011

Authors:

Yi Feng Huang, Ji Xin Yang

Keywords:

Numerical Simulation, SPT, Wind Field

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References

[1] Shinozuka M., Yun C. B., Seya H. Journal of Wind Engineering and Industrial Aerodynamics, 1990, 36(1-3): 829-843

DOI: 10.1016/0167-6105(90)90080-v

Google Scholar

[2] Di Paola M. Journal of Wind Engineering and Industrial Aerodynamics, 1998, 74-76(1): 91-109

Google Scholar

[3] Solari G., Carassale L., Tubino F. POD methods and applications in wind engineering, Keynote paper. in: C.D. Proc.,6th Asia-Pacific Conference on Wind Engineering. Seoul: (2005)

Google Scholar

[4] Hu L., Fang q., Li L.. Simulation of Stochastic Wind field on Long-Span Bridges Based on Proper Orthogonal Decomposition [D]. Wuhan: Huazhong University of Science & Technology, 2007. 35-38 (In Chinese)

Google Scholar

[5] Wind-resistent Design Specification for Highway Bridges [S]. 2004.12. 6-8(In Chinese).

Google Scholar

[6] Xiang H., Lin Z.. Wind-resistent Design Guide for Highway Bridges [M]．People's Communications Press. 1996. 11-18 (In Chinese)

Google Scholar