Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/93012
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dc.creatorAlexandre A. Costa
dc.creatorAntónio Arêde
dc.creatorAlfredo Campos Costa
dc.creatorAndrea Penna
dc.creatorAníbal Costa
dc.date.accessioned2019-01-31T09:00:18Z-
dc.date.available2019-01-31T09:00:18Z-
dc.date.issued2013
dc.identifier.issn0098-8847
dc.identifier.othersigarra:69249
dc.identifier.urihttps://repositorio-aberto.up.pt/handle/10216/93012-
dc.description.abstractThe present work describes a shaking table experimental campaign specifically developed for the characterisation of the out-of-plane response of a full scale stone masonry facade. After the description of the specimen and the selection of the input motion presented in a companion paper (Part 1), the experimental campaign is illustrated and extensively described. The out-of-plane behaviour of the sacco masonry facade is presented in terms of displacements, velocities, and accelerations recorded during the shaking table tests. A one-sided rocking response of the facade was observed prior to collapse. The impacts were clearly identified in the acceleration records. The facade overturning occurred with the expected failure mode, as predicted in the design of the test. Finally, some conclusions are drawn regarding the observed behaviour and particular features of this type of stone masonry constructions, which may influence the global behaviour of the facade. Copyright (c) 2013 John Wiley & Sons, Ltd.
dc.language.isoeng
dc.rightsrestrictedAccess
dc.subjectEngenharia estrutural, Engenharia civil
dc.subjectStructural engineering, Civil engineering
dc.titleOut-of-plane behaviour of a full scale stone masonry facade. Part 2: shaking table tests
dc.typeArtigo em Revista Científica Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.doi10.1002/eqe.2314
dc.identifier.authenticusP-006-6C3
dc.subject.fosCiências da engenharia e tecnologias::Engenharia civil
dc.subject.fosEngineering and technology::Civil engineering
Appears in Collections:FEUP - Artigo em Revista Científica Internacional

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