Dynamic characterization of progressively damaged segmental masonry arches with one settled support: experimental and numerical analyses

This paper aims to explore the dynamic behavior of a segmental masonry arch subjected to increasing horizontal displacements of one support. To this end, output-only dynamic identification techniques are first used to track the evolution of the dynamic features of the system under progressive damage...

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Detalhes bibliográficos
Autor principal: Masciotta, Maria-Giovanna (author)
Outros Autores: Pellegrini, Daniele (author), Girardi, Maria (author), Padovani, Cristina (author), Barontini, Alberto (author), Lourenço, Paulo B. (author), Brigante, Daniele (author), Fabbrocino, Giovanni (author)
Formato: article
Idioma:eng
Publicado em: 2020
Assuntos:
Masonry arch settlements
Dynamic behavior
Modal analysis
Linear perturbation
Model updating
Nonlinear elasticity
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
Texto completo:http://hdl.handle.net/1822/68050
País:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/68050

Texto Completo

http://hdl.handle.net/1822/68050

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