Experimental behavior of masonry wall-to-timber elements connections strengthened with injection anchors
Out-of-plane failure mechanisms observed in stone masonry buildings subjected to seismic action are often a direct result of poor connections between structural elements. During a seismic event these weak connections become incapable of assuring proper load transmission. Therefore, the need to preve...
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| Outros Autores: | , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2014
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/30865 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/30865 |