Analysis of reinforcement techniques for partition walls subjected to vertical deformations of concrete slabs
Masonry partitions are non-structural elements that have a fragile behaviour and their interaction with building structures can cause cracking in serviceability conditions, therefore proper techniques/provisions need to be evaluated to avoid cracking in these walls. In this paper a numerical evaluat...
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| Format: | book |
| Language: | eng |
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2016
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| Online Access: | https://hdl.handle.net/10216/94249 |
| Country: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/94249 |