Shaking table tests of stone masonry buildings

This paper presents the main results of experimental tests concerning the reduction of the seismic vulnerability of stone masonry buildings with flexible floors. The tests were performed in the LNEC 3D shaking table by imposing artificial accelerograms in two horizontal uncorrelated orthogonal direc...

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Detalhes bibliográficos
Autor principal: Mendes, N. (author)
Outros Autores: Lourenço, Paulo B. (author), Costa, Alfredo Campos (author)
Formato: conferencePaper
Idioma:eng
Publicado em: 2010
Assuntos:
Texto completo:http://hdl.handle.net/1822/19037
País:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/19037