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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| Other Authors: | , |
| Format: | article |
| Language: | eng |
| Published: |
2013
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| Subjects: | |
| Online Access: | http://hdl.handle.net/1822/26257 |
| Country: | Portugal |
| Oai: | oai:repositorium.sdum.uminho.pt:1822/26257 |