Technical Papers
Sep 16, 2011

Updating Fatigue Damage Coefficient in Railway Bridge Design Code in China

Publication: Journal of Bridge Engineering
Volume 17, Issue 5

Abstract

Railway traffic volumes in China have increased dramatically with the fast development of the Chinese economy in the past 20 years. The load frequency spectra of bridges have also changed as a result. Therefore, it is necessary to update the fatigue damage coefficient used in the railway bridge design code accordingly. This paper discusses the updating work that involved a series of analyses and calculations based on the information obtained from a nationwide investigation of various railway lines. The newly updated fatigue damage coefficient has been recommended for the Chinese railway bridge design code.

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References

Cui, X., Pan, J. Y., and Zhang, Y. L. (2006). “Research on the fatigue quadruple line coefficient of Wuhan Tianxingzhou railway-highway combined bridge.” China Railway Sci., 27(3), 13–17.
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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 17Issue 5September 2012
Pages: 788 - 793

History

Received: Mar 19, 2011
Accepted: Sep 14, 2011
Published online: Sep 16, 2011
Published in print: Sep 1, 2012

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Authors

Affiliations

Yuling Zhang [email protected]
Researcher Fellow, Bridge Section, China Academy of Railway Sciences, No. 2 Daliushu Rd., Xiwai, Beijing 100081, P.R. China (corresponding author). E-mail: [email protected]
Xuezhong Xin [email protected]
Senior Engineer, Shanghai-Kunming Railway Passenger Dedicated Line Zhejiang Co., Ltd., No.1-15a, Wan Xin Building, No. 35 Xihu Rd., Hangzhou, Zhejiang 310009, P.R. China. E-mail: [email protected]
Assistant Engineer, Bridge Section, China Academy of Railway Sciences, No. 2 Daliushu Rd., Xiwai, Beijing 100081, P.R. China. E-mail: [email protected]

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