Masonry Pier Behavior

Masonry Pier Behavior is a structural engineering construct that characterizes the nonlinear load-deformation response of vertical masonry elements under seismic loading, distinguishing itself by its focus on shear, flexural, and combined mechanisms governing strength, ductility, and failure modes in unreinforced or confined masonry walls.

20

Publications

678

Citations

51

Authors

26

Institutions

Publications per year

2017–2026

10

Authors

51

  1. GM
    Gabriele Milani

    Politecnico di Milano, Italy

    2 publications · 39 citations

    2

    h-index

  2. MJ
    Mohammad Javad Moradi

    Razi University, Iran

    2 publications · 39 citations

    2

    h-index

  3. AP
    Andrea Penna

    University of Pavia, Italy

    2 publications · 144 citations

    2

    h-index

  4. RF
    R. Frisch‐Fay

    UNSW Sydney, Australia

    2 publications · 59 citations

    2

    h-index

  5. HP
    Hiva Pirsaheb

    Razi University, Iran

    2 publications · 39 citations

    2

    h-index

1–5 of 51

Venues

  1. Engineering Structures

    4 publications · 183 citations

    4

    h-index

  2. 2

    h-index

  3. Structures

    2 publications · 45 citations

    2

    h-index

  4. Construction and Building Materials

    2 publications · 103 citations

    2

    h-index

  5. 2

    h-index

1–5