Dynamic Performance and Seismic Analysis of Tied Arch Bridge

Hui Jun Wu; Wen Liang Qiu

doi:10.4028/www.scientific.net/AMR.446-449.1119

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Dynamic Performance and Seismic Analysis of Tied...

Dynamic Performance and Seismic Analysis of Tied Arch Bridge

Abstract:

Based on the anti-seismic research achievements of tired arch bridge at home and abroad, taking River City Bridge in Jilin as an example, a finite element model is established for dynamic performance analysis by general finite element software midas civil. Natural vibration characteristics of tied arch bridge are calculated as a basis for further dynamic calculation. Firstly, choose appropriate seismic waves according to the geological data. Then perform the dynamic response analysis of this bridge under different loading cases. Dynamic responses of this bridge under longitudinal and transverse seismic waves are studied respectively, and the influence of vertical seismic wave is also considered. It is shown that the influence on seismic response of vertical seismic waves is very obvious. The vertical seismic waves should be considered while doing seismic design of tied arch bridges.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

1119-1122

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.1119

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Online since:

January 2012

Authors:

Hui Jun Wu, Wen Liang Qiu

Keywords:

Dynamic Time History Analysis, Natural Vibration Characteristic, Optimum Design, Shock Absorption, Tied Arch Bridge

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References

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