Proposal of a design model for masonry walls subjected to in-plane loading
Masonry walls subjected to in-plane loading exhibit a complex behavior because of the influence of several parameters such as axial load, aspect ratio, and the strength of materials. In high-rise buildings or seismic areas, large tensile stresses may arise in these walls, and vertical and horizontal...
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| Outros Autores: | , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2013
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| Texto completo: | http://hdl.handle.net/1822/26257 |
| País: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/26257 |