Please use this identifier to cite or link to this item: https://hdl.handle.net/1822/26312

TitleIn-plane shear behaviour of traditional timber walls
Author(s)Vasconcelos, Graça
Poletti, Elisa
Salavessa, Eunice
Jesus, Abílio M. P.
Lourenço, Paulo B.
Pilaon, Preecha
KeywordsTimber-framed wall
Shear resistance
Cyclic tests
Energy dissipation
Failure mode
Ultimate deformation
Issue date2013
PublisherElsevier
JournalEngineering Structures
Abstract(s)The reconstruction of Downtown Lisbon after the 1755 earthquake was based on a novel constructive system of masonry buildings with an internal three-dimensional timber-framed structure named ‘‘gaiola pombalina’’. This internal structure aimed at improving the global stability of masonry buildings, enhancing their capacity to dissipate energy under seismic loadings. But this structural system is not only typical of Portugal, but constitutes part of the built heritage of various countries. This paper aims at getting experimental insight on the mechanical behaviour of timber-framed walls subjected to in-plane loading, as only scarce information is available in literature, in order to assess their effective performance to seismic actions. To do this, the experimental results of cyclic tests carried out on traditional timber-framed walls with distinct typologies will be analysed, namely (1) unreinforced timber-framed walls without infill; (2) timber-framed walls without infill with Glass Fibre-Reinforced Polymer sheets (GFRP) placed at the connections; (3) timber-framed walls with brick masonry infill.
TypeArticle
URIhttps://hdl.handle.net/1822/26312
DOI10.1016/j.engstruct.2013.05.017
ISSN0141-0296
Peer-Reviewedyes
AccessRestricted access (UMinho)
Appears in Collections:ISISE - Artigos em Revistas Internacionais

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