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Universidade do Minho: RepositoriUM
Conference object . 2010
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Data sources: Universidade do Minho: RepositoriUM
Claim

Shaking table tests of stone masonry buildings

descriptionPublicationkeyboard_double_arrow_right Conference object 01 Jan 2010 Portugal English
Authors: Mendes, N.; Lourenço, Paulo B.; Costa, Alfredo Campos;

handle: 1822/19037

Shaking table tests of stone masonry buildings

Abstract

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 directions, triggering in-plane and out-of-plane response of two tested mock-ups; one in original condition and another repaired. The preliminary results show that adopted measures are efficient, allowing to improve the seismic performance of this building typology.

Country
Portugal
Related Organizations
Keywords

Shaking table, Masonry, Seismic vulnerability

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
0
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