Numerical modeling of the seismic performance of Romanian timber-framed masonry walls

Traditional architecture with timber-framed masonry (TFM) system was used in many countries prone to seismic events due to its earthquake-resistant performance. In this context, Romanian TFM buildings were constructed by local builders applying non-engineered measures to reduce seismic vulnerability...

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Detalhes bibliográficos
Autor principal: Parisse, F. (author)
Outros Autores: Poletti, E. (author), Dutu, A. (author), Rodrigues, H. (author)
Formato: article
Idioma:eng
Publicado em: 2021
Assuntos:
Texto completo:http://hdl.handle.net/10773/31298
País:Portugal
Oai:oai:ria.ua.pt:10773/31298