Applicability of FEM for nonlinear seismic analysis of URM structures with timber diaphragms accounting for wall-to-floor/roof connections
The seismic behaviour of unreinforced masonry (URM) structures is generally governed by a complex interaction between the out-of-plane and in-plane responses of the walls, depending on the in-plane stiffness of timber diaphragms and the efficiency of wall-to-floor/roof connections. The presence of t...
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| Outros Autores: | , |
| Formato: | conferenceObject |
| Idioma: | eng |
| Publicado em: |
2019
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| Assuntos: | |
| Texto completo: | https://hdl.handle.net/1822/77765 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/77765 |