Transient response of bridge piers under eccentric impact of near-fault earthquake

Abstract To study the influence of near-fault earthquake on pier failure, establish a double-span continuous girder bridge. The seismic response of the bridge is calculated using the transient wave function expansion method and the indirect mode function superposition method. Solve the dynamic and d...

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Bibliographic Details
Main Authors: Zihu Wang, Qingyan Zeng, Yantao Du, Wenjun An
Format: Article
Language:English
Published: Nature Portfolio 2022-10-01
Series:Scientific Reports
Online Access:https://doi.org/10.1038/s41598-022-21213-4