Seismic Response of the Continuous Rigid-Framed Bridge with Super-High Piers Based on Shaking Table Tests

Continuous rigid-framed bridges with super-high piers (CRFB-HP) have been widely applied in mountain areas. However, their seismic performance is still urgently to be clarified. In this study, the refined finite element model (FEM) of a CRFB-HP was constructed and verified according to the shaking t...

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Bibliographic Details

Published in:	Buildings
Main Authors:	Xiao-Yu Yan, Zhuo Zhao, Shan-Shan Cao, Ya-Fen Zhang, Cong-Hui Liu
Format:	Article
Language:	English
Published:	MDPI AG 2024-05-01
Subjects:	super-high pier continuous rigid-framed bridge seismic response shaking table test
Online Access:	https://www.mdpi.com/2075-5309/14/6/1527