Damage index model and hysteretic viscous damping of masonry infill walls subjected to out-of-plane loadings
The definition of damage states for structural and non-structural elements is necessary to support the seismic vulnerability analyses and identify the most vulnerable elements that need to be retrofitted. The studies related to masonry infill walls focused on multiple experimental studies to charact...
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| Outros Autores: | , , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2022
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/10773/33360 |
| País: | Portugal |
| Oai: | oai:ria.ua.pt:10773/33360 |