FE homogenized limit analysis code for masonry buildings
In this paper, a FE homogenized limit analysis code for the collapse analysis of 3D masonry buildings subjected to horizontal actions is presented. In the code, masonry is modelled through a fictitious macroscopic homogeneous material. Masonry macroscopic mechanical properties are obtained by means...
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| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2011
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| Texto completo: | http://hdl.handle.net/1822/19033 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/19033 |