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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