Effect of Additional Bonded Steel Plates on the Behavior of FRP-Retrofitted Resilient RC Columns Subjected to Seismic Loading

Effect of Additional Bonded Steel Plates on the Behavior of FRP-Retrofitted Resilient RC Columns Subjected to Seismic Loading

Traditional fiber-reinforced polymer (FRP) retrofit methods can restore the strength of reinforced concrete columns well, but stiffness is also partly restored. To increase the initial stiffness of retrofitted columns, this study investigated the seismic behavior of retrofitted resilient reinforced...

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Bibliographic Details
Main Authors: Yunjian He, Gaochuang Cai, Amir Si Larbi, Prafulla Bahadur Malla, Cheng Xie
Format: Article
Language:English
Published: MDPI AG 2025-06-01
Series:Buildings
Subjects:
steel plate
CFRP
seismic behavior
retrofit
resilient
Online Access:https://www.mdpi.com/2075-5309/15/13/2189
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