Experimental and numerical investigations of a segmental masonry arch subjected to horizontal settlements

Settlements represent one of the main causes of collapse in arched structures. The stiffness degradation and strength reduction associated with these slow long-term movements are reflected in changes of the dynamic properties of the system (frequencies, mode shapes and damping ratios). The correct d...

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Detalhes bibliográficos
Autor principal: Masciotta, Maria Giovanna (author)
Outros Autores: Brigante, Daniele (author), Barontini, Alberto (author), Pellegrini, Daniele (author), Lourenço, Paulo B. (author), Fabbrocino, Giovanni (author), Padovani, Cristina (author), Girardi, Maria (author)
Formato: bookPart
Idioma:eng
Publicado em: 2020
Assuntos:
Damage identification
Linear perturbation
Masonry arches
Modal analysis
Support settlements
Texto completo:http://hdl.handle.net/1822/66233
País:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/66233

Texto Completo

http://hdl.handle.net/1822/66233

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