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10.1080/15583058.2019.1618974
Fragility Functions for Tall URM Buildings around Early 20th Century in Lisbon. Part 1: Methodology and Application at Building Level
Ana G. Simões
Rita Bento
Sergio Lagomarsino
Serena Cattari
Paulo B. Lourenço
Taylor & Francis
International Journal of Architectural Heritage, 2019. doi:10.1080/15583058.2019.1618974
Fragility functions
non-linear kinematic analysis
non-linear static analysis
performance-based assessment
seismic vulnerability
unreinforced masonry buildings
en
Journal
International Journal of Architectural Heritage
© 2019 Taylor & Francis
1558-3058
1558-3066
0
0
1
24
10.1080/15583058.2019.1618974
https://doi.org/10.1080/15583058.2019.1618974
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