Pier Column Confinement
Pier Column Confinement is a structural retrofitting technique that enhances the ductility and shear strength of reinforced concrete bridge piers by laterally restraining the concrete core through external devices such as steel jackets, fiber-reinforced polymers, or hoops, thereby preventing premature brittle failure under seismic loading.
15
Publications
509
Citations
53
Authors
19
Institutions
Publications per year
2017–2026
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19

University of British Columbia
Vancouver, Canada
2 h-index
4 publications
90 citations
Aristotle University of Thessaloniki
Thessaloniki, Greece
2 h-index
4 publications
132 citations

Central South University
Changsha, China
2 h-index
11 publications
302 citations
University of British Columbia, Okanagan Campus
Kelowna, Canada
2 h-index
4 publications
90 citations

Zhengzhou University
Zhengzhou, China
1 h-index
4 publications
72 citations
Tianjin University
Tianjin, China
1 h-index
3 publications
54 citations
Huaqiao University
Xiamen, China
1 h-index
3 publications
63 citations
China Railway Group (China)
Beijing, China
1 h-index
1 publications
28 citations
1–8 of 19
5 publications · 124 citations
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2 publications · 66 citations
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JCSR · 1 publications · 28 citations
1
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1 publications · 18 citations
1
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1 publications · 65 citations
1
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1–5