Dynamic Characteristics of Hybrid Girder Cable-Stayed Bridge

Hua Gang Lv; Xue Ying Lv; Yong Gang Shen; Kai Jun Qian

doi:10.4028/www.scientific.net/AMR.968.254

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 968Dynamic Characteristics of Hybrid Girder...

Dynamic Characteristics of Hybrid Girder Cable-Stayed Bridge

Abstract:

This paper is made after the dynamic test on Jing hang Channel Bridge in Wujiang, Jiangsu Province. Based on the test on this bridge, we get dynamic characteristics of the bridge span structure. We will analysis the vibration generated from the steel and concrete box girders of the bridge while the car is running on it. Based on the different characteristics of vibration from the two kinds of girders, we can analysis the influence of this hybrid girder on driving comfort.

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Periodical:

Advanced Materials Research (Volume 968)

Pages:

254-258

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.968.254

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Online since:

June 2014

Authors:

Hua Gang Lv, Xue Ying Lv*, Yong Gang Shen, Kai Jun Qian

Keywords:

Cable-Stayed Bridge, Dynamic Characteristic, Hybrid Girder, Stiffness Transition

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References

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DOI: 10.1002/stco.200890010

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