Theoretical analysis of the behavior of steel frame infilled with masonry walls by the diagonal strut method
Abstract In the last decades, several studies have been developed regarding structures composed by frames infilled with masonry walls, proving the increase of lateral stiffness by the infill. In this work, an analysis was carried out, based on design codes which adopt the equivalent diagonal strut m...
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| Outros Autores: | , , , , |
| Formato: | article |
| Idioma: | eng |
| Publicado em: |
2021
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| Assuntos: | |
| Texto completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952021000500201 |
| País: | Brasil |
| Oai: | oai:scielo:S1983-41952021000500201 |