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...
Autor principal: | |
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Outros Autores: | , |
Formato: | conferencePaper |
Idioma: | eng |
Publicado em: |
2010
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Assuntos: | |
Texto completo: | http://hdl.handle.net/1822/19037 |
País: | Portugal |
Oai: | oai:repositorium.sdum.uminho.pt:1822/19037 |