Seismic vulnerability of existing masonry buildings: Nonlinear parametric analysis
Existing masonry structures are usually associated to a high seismic vulnerability, mainly due to the properties of the materials, weak connections between floors and load-bearing walls, high mass of the masonry walls and flexibility of the floors. For these reasons, the seismic performance of exist...
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| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2015
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| Texto completo: | http://hdl.handle.net/1822/39033 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/39033 |