Analyzing the Influence of Rigid Foundation on Seismic Response of Cable-Stayed Bridge Pylon

Wei Bing Luo; Feng Yan Zhou; Heng Long Lv; Yi Gang Yang

doi:10.4028/www.scientific.net/AMR.630.402

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 630Analyzing the Influence of Rigid Foundation on...

Analyzing the Influence of Rigid Foundation on Seismic Response of Cable-Stayed Bridge Pylon

Abstract:

Bridges collapses triggered by the earthquake often happen in recent years, and bridge damage caused by the earthquake also results in the great effect due to the secondary disasters. In this paper, we use finite element analysis software ABAQUS to establish the bridge pylon model with rigid-framed pylon bottom to calculate the structural response of two seismic waves (modal analysis, displacement time history, acceleration time history and stress time history of the bridge pylon bottom), comparing the response characteristics of two pylon structures under seismic effect.

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Periodical:

Advanced Materials Research (Volume 630)

Pages:

402-406

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.630.402

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Online since:

December 2012

Authors:

Wei Bing Luo, Feng Yan Zhou, Heng Long Lv, Yi Gang Yang

Keywords:

Bridge Pylon, Cable-Stayed Bridge, Seismic Response Analysis, Structural Response

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