Retrofitting of seismically deficient RC bridge pier using HSP concrete jacket and FRP rebars

Bridges in high seismic zones are prone to failure due to inadequate seismic design or cumulative damage from repeated earthquakes, compromising structural integrity and functionality This study investigates the effectiveness of retrofitting seismically deficient reinforced concrete (RC) bridge pier...

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Bibliographic Details
Main Authors: Muhammad Waleed Ahmad, Muhammad Rizwan, Muhammad Fiaz Tahir
Format: Article
Language:English
Published: Elsevier 2025-10-01
Series:Engineering Science and Technology, an International Journal
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2215098625002010
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