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
Parents
20
1–5 of 20
51
2
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2
h-index
2
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2
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2
h-index
1–5 of 51
26
Politecnico di Milano
Milan, Italy
3 h-index
5 publications
122 citations
University of Pavia
Pavia, Italy
2 h-index
5 publications
417 citations

Sahand University of Technology
Tabriz, Iran
2 h-index
2 publications
39 citations

UNSW Sydney
Sydney, Australia
2 h-index
2 publications
59 citations

Drexel University
Philadelphia, United States
2 h-index
6 publications
428 citations

Delft University of Technology
Delft, The Netherlands
2 h-index
3 publications
149 citations
Razi University
Kermanshah, Iran
2 h-index
2 publications
39 citations
European Centre for Training and Research in Earthquake Engineering
Pavia, Italy
1 h-index
5 publications
455 citations
1–8 of 26
4 publications · 183 citations
4
h-index
2 publications · 68 citations
2
h-index
2 publications · 45 citations
2
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2 publications · 103 citations
2
h-index
2 publications · 59 citations
2
h-index
1–5