A seismic vulnerability index for confined masonry shear wall buildings and a relationship with the damage

dc.creatorGent Franch, Kenneth A.
dc.creatorGiuliano Morbelli, Gian
dc.creatorAstroza Inostroza, Maximiliano
dc.creatorGori, Roberto E.
dc.date.accessioned2010-01-22T18:02:46Z
dc.date.available2010-01-22T18:02:46Z
dc.date.created2010-01-22T18:02:46Z
dc.date.issued2008-10
dc.identifierENGINEERING STRUCTURES Volume: 30 Issue: 10 Pages: 2605-2612 Published: OCT 2008
dc.identifier0141-0296
dc.identifier10.1016/j.engstruct.2008.02.005
dc.identifierhttps://repositorio.uchile.cl/handle/2250/125219
dc.description.abstractIn this paper the Italian CNR-GNDT vulnerability index for masonry buildings was modified to apply in confined masonry buildings and to obtain a reasonable relationship with the wall density per unit floor index. With this purpose, a sample of twenty-four confined masonry buildings with three and four storeys built during the last twenty-five years for social housing programs was used. A relationship has also been obtained between the value of the proposal index and the damage observed in the March 1985 Central Chile Subduction earthquake (M-s = 7.8).
dc.languageen
dc.publisherELSEVIER
dc.subjectSeismic vulnerability
dc.titleA seismic vulnerability index for confined masonry shear wall buildings and a relationship with the damage
dc.typeArtículo de revista


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