Effectiveness of a steel ring-frame for the seismic strengthening of masonry walls with new openings
The creation of new openings in masonry walls is a frequent intervention in existing buildings. Depending on their size and position, these interventions may cause a significant decrease of the wall’s original in-plane strength and stiffness, thus compromising the building seismic resistance. Theref...
| Autor principal: | |
|---|---|
| Outros Autores: | , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2021
|
| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/72127 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/72127 |