Experimental seismic behaviour of wall-to-half-timbered wall connections
The out-of-plane failure mechanisms due to seismic action observed in masonry walls of historical buildings are, in many cases, a direct result of poor connections between structural elements, which are incapable of assuring proper load transmission. Therefore, the need to prevent its occurrence rai...
| Autor principal: | |
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| Outros Autores: | , , , , |
| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2012
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| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/21847 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/21847 |