Dynamic Behavior of Cable-Stayed Bridge under Moving Vehicle and Train

Yong Myung Park; Ji Hoon Kang; Sung Hun Cho; Hee Soon Kim

doi:10.4028/www.scientific.net/AMR.1065-1069.870

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Dynamic Behavior of Cable-Stayed Bridge under...

Dynamic Behavior of Cable-Stayed Bridge under Moving Vehicle and Train

Abstract:

In this study, dynamic behavior of cable-stayed bridge under moving vehicle and train was analyzed. The parameters considered are the main span length of bridge and the existence of intermediate pier at side span. For the parametric analysis, cable-stayed bridges with 400m and 700m main span (with and without the intermediate pier at side span) were selected. From the vehicle/train-bridge interaction analysis, the intermediate pier was found very effective to reduce the dynamic amplification of girder and stay-cables.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

870-874

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.870

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Online since:

December 2014

Authors:

Yong Myung Park*, Ji Hoon Kang, Sung Hun Cho, Hee Soon Kim

Keywords:

Cable-Stayed Bridge, Dynamic Behavior, Intermediate Pier, Main Span Length, Vehicle-Bridge Interaction

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* - Corresponding Author

References

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