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

10

Authors

53

  1. MS
    M. Shahria Alam

    University of British Columbia, Okanagan Campus, Canada

    2 publications · 45 citations

    2

    h-index

  2. FL
    Fei Lyu

    Central South University, China

    2 publications · 55 citations

    2

    h-index

  3. VK
    Vassilis K. Papanikolaou

    Aristotle University of Thessaloniki, Greece

    2 publications · 66 citations

    2

    h-index

  4. AJ
    Andreas J. Kappos

    Aristotle University of Thessaloniki, Greece

    2 publications · 66 citations

    2

    h-index

  5. FD
    Faxing Ding

    Central South University, China

    2 publications · 55 citations

    2

    h-index

1–5 of 53

Venues

  1. Engineering Structures

    5 publications · 124 citations

    5

    h-index

  2. Computers & Structures

    2 publications · 66 citations

    2

    h-index

  3. Journal of Constructional Steel Research

    JCSR · 1 publications · 28 citations

    1

    h-index

  4. 1

    h-index

  5. Journal of Composites for Construction

    1 publications · 65 citations

    1

    h-index

1–5