Discrete element modeling of masonry structures: Validation and application
The failure mechanism and maximum collapse load of masonry structures may change significantly under static and dynamic excitations depending on their internal arrangement and material properties. Hence, it is important to understand correctly the nonlinear behavior of masonry structures in order to...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2016
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| Texto completo: | http://hdl.handle.net/1822/44926 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/44926 |