A performance-based method for seismic evaluation of masonry walls strengthened with RC layers
A conventional method for seismic strengthening of masonry walls is externally application of reinforced concrete layer (shotcrete). However, due to the lack of analytical and experimental information on the behavior of strengthened walls, the design procedures are usually followed based on the empi...
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| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2012
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| Texto completo: | http://hdl.handle.net/1822/38972 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/38972 |