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...
| Autor principal: | |
|---|---|
| Outros Autores: | |
| Formato: | book |
| Idioma: | eng |
| Publicado em: |
2016
|
| Assuntos: | |
| Texto completo: | https://hdl.handle.net/10216/94249 |
| País: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/94249 |