Analysis of Bridge Design Based on Three-Dimensional Space

Weiwei Suo; Fu Ting Wang

doi:10.4028/www.scientific.net/AMR.529.210

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 529Analysis of Bridge Design Based on...

Analysis of Bridge Design Based on Three-Dimensional Space

Abstract:

Considering the effect of non-linearity of geometry and material to the arch bridge, this paper creates the FEM model of the whole bridge, uses the transient analysis method to analyze the seismic behavior of the main bridge of GuCheng Great Bridge independently under the action of Tianjin seismic wave. To give some suggestion on the design of rigid-tied rigid-arch rib CFST arch bridges by studying the seismic behavior of each component on the different positions with the seismic wave of different orientations.

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Periodical:

Advanced Materials Research (Volume 529)

Pages:

210-214

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.529.210

Citation:

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Online since:

June 2012

Authors:

Weiwei Suo, Fu Ting Wang

Keywords:

ANSYS, CFST Arch Bridge, Geometrical Non-Linearity, Material Non-Linearity, Time History Analysis

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References

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