Masonry micro-modelling adopting a discontinuous framework
Several continuous and discontinuous micro-modelling approaches for masonry assemblages are currently under investigation by the authors. The aim is to find a model that provides a suitable description of the material behaviour under compression. Firstly, the behaviour under short-term loading is be...
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| Format: | conferencePaper |
| Language: | eng |
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2005
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| Online Access: | http://hdl.handle.net/1822/3138 |
| Country: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/3138 |