Homogenized non-linear dynamic model for masonry walls in two-way bending
A simple homogenization approach accounting for mortar joint damaging is presented, suitable to analyse entire panels in two-way bending in the non-linear dynamic field. A rectangular running bond elementary cell (RVE) is subdivided into several layers along the thickness and, for each layer, a disc...
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| Formato: | conferencePaper |
| Idioma: | eng |
| Publicado em: |
2014
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| Texto completo: | http://hdl.handle.net/1822/32300 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/32300 |