ONE-SIDED rocking analysis of corner mechanisms in masonry structures: Influence of geometry, energy dissipation, boundary conditions
The corner mechanism in masonry structures is one of the out-of-plane modes that may frequently occur under dynamic actions such as earthquakes. The three dimensional motion, in principle complex to treat, can be simplified into a two-dimensional problem, where a prismatic equivalent block is associ...
| Autor principal: | |
|---|---|
| Outros Autores: | , , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2019
|
| Assuntos: | |
| Texto completo: | http://hdl.handle.net/1822/67737 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/67737 |