Dynamic Properties Analysis for Self-Anchored Suspension and Cable-Stayed Combination System Bridge

Bing Lai Zhan; Yue Xu; Zhi Xu; Xiqin Yang

doi:10.4028/www.scientific.net/AMR.255-260.1077

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260Dynamic Properties Analysis for Self-Anchored...

Dynamic Properties Analysis for Self-Anchored Suspension and Cable-Stayed Combination System Bridge

Abstract:

In view that dynamics research for self-anchored suspension and cable-stayed combination system bridge lags behind the practical application, this thesis analyzed its dynamic properties and seismic responses. By means of constructing a dynamic finite element model of the bridge for the dynamic properties and seismic response analysis, the thesis discovered the dynamic properties and the seismic responses laws of self-anchored suspension and cable-stayed combination system bridge. The dynamic finite element model was constructed based on the dynamic analysis theory and method, under the background of the first self-anchored suspension and cable-stayed combination system bridge in the world, and it was verifyed by on-site vibration test. The dynamic properties and the seismic responses laws provides a valuable reference for the design and maintenance of this type of bridge.

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Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

1077-1081

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.1077

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Online since:

May 2011

Authors:

Bing Lai Zhan, Yue Xu, Zhi Xu, Xiqin Yang

Keywords:

Dynamic Propertry, Seismic Response Analysis, Self-Anchored Suspension and Cable-Stayed Combination System Bridge

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References

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