Masonry Frame Interaction

Masonry Frame Interaction is a structural engineering phenomenon that characterizes the composite behavior and load-sharing mechanism between masonry infill walls and their surrounding reinforced concrete or steel frames under seismic loading, distinguishing itself from isolated wall or frame analysis by accounting for mutual restraint, interface pressure, and bidirectional force transmission at the wall-frame interface.

55

Publications

2.5K

Citations

144

Authors

73

Institutions

Publications per year

2017–2026

26

Variants

Infill-frame Interaction

Authors

144

  1. MP
    Marco Preti

    University of Brescia, Italy

    5 publications · 360 citations

    5

    h-index

  2. HR
    Hugo Rodrigues

    University of Aveiro, Portugal

    3 publications · 95 citations

    3

    h-index

  3. HV
    Humberto Varum

    University of Aveiro, Portugal

    3 publications · 95 citations

    3

    h-index

  4. VB
    Valentino Bolis

    University of Brescia, Italy

    3 publications · 140 citations

    3

    h-index

  5. ES
    Enrico Spacone

    University of Chieti-Pescara, Italy

    3 publications · 109 citations

    3

    h-index

1–5 of 144

Venues

  1. Engineering Structures

    10 publications · 634 citations

    10

    h-index

  2. Bulletin of Earthquake Engineering

    6 publications · 256 citations

    6

    h-index

  3. Procedia Engineering

    3 publications · 63 citations

    3

    h-index

  4. Journal of Earthquake Engineering

    JEE · 3 publications · 187 citations

    3

    h-index

  5. Journal of Structural Engineering

    3 publications · 174 citations

    3

    h-index

1–5