Numerical study on the longitudinal seismic performance of novel prefabricated Concrete-Filled Steel Tubular (CFST) bridge piers

Abstract This study investigates the longitudinal (namely along the bridge length direction) seismic performance of a novel prefabricated concrete-filled steel tube (CFST) bridge pier. The novel CFST pier, constructed using prefabricated components and assembly joints, ensures a simple and efficient...

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Bibliographic Details
Main Authors: Chen Huang, Chao Gu, Xuanding Wang, Wenjun Zhang, Xuhong Zhou
Format: Article
Language:English
Published: SpringerOpen 2025-04-01
Series:Advances in Bridge Engineering
Subjects:
Online Access:https://doi.org/10.1186/s43251-025-00160-w
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