Seismic Research of Continuous Rigid Frame Bridge under Cantilever Construction Method

Xian Yuan Tang; Qiang Hu; Yong He Yu

doi:10.4028/www.scientific.net/AMR.368-373.673

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Seismic Research of Continuous Rigid Frame Bridge...

Seismic Research of Continuous Rigid Frame Bridge under Cantilever Construction Method

Abstract:

To research the effect of earthquakes of different magnitudes on continuous rigid frame bridge under cantilever construction method, combined with the newly promulgated seismic design rules of highway bridges in China, finite element model has been built by Midas software by using the response spectrum method and dynamic time history analysis method to analyze cantilever construction method of the various stages of seismic response analysis. The results indicate that the bending moments of root segments of cantilever beams and the bottom sections of piers change greatly. So it should be attached importance to in design.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

673-677

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.673

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Online since:

October 2011

Authors:

Xian Yuan Tang, Qiang Hu, Yong He Yu

Keywords:

Cantilever Construction Method, Continuous Rigid Frame Bridge, Response Spectrum, Seismic Response, Time History Analysis

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References

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