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
Parents
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University of Brescia
Brescia, Italy
5 h-index
15 publications
1.1K citations

University of Naples Federico II
Naples, Italy
3 h-index
10 publications
1K citations

University of L'Aquila
L’Aquila, Italy
3 h-index
8 publications
218 citations

University of Bologna
Bologna, Italy
2 h-index
3 publications
70 citations

Sapienza University of Rome
Rome, Italy
2 h-index
4 publications
89 citations

University of Canterbury
Christchurch, New Zealand
2 h-index
4 publications
424 citations

University of Bristol
Bristol, United Kingdom
2 h-index
2 publications
36 citations

Universidade do Porto
Porto, Portugal
2 h-index
6 publications
138 citations
1–8 of 73
10 publications · 634 citations
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6 publications · 256 citations
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3 publications · 63 citations
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JEE · 3 publications · 187 citations
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3 publications · 174 citations
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