Please use this identifier to cite or link to this item:

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
Cyclic tests
Shear resistance
Dissipation of energy
Ultimate deformation
Hysteresis model
Issue dateJun-2011
Abstract(s)The reconstruction of Lisbon Downtown after the 1755 earthquake was based on a novel constructive system based on 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. This paper aims at getting experimental insight on the mechanical behaviour of such 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 analyzed, in order to evaluate the failure modes, lateral resistance and energy dissipation; moreover, a hysteretic model will be derived for traditional timber-framed walls. Additionally, the possibility of strengthening the traditional connections of the walls by means of GFRP is also addressed.
TypeConference paper
AccessOpen access
Appears in Collections:ISISE - Comunicações a Conferências Internacionais

Files in This Item:
File Description SizeFormat 
Paper 133.pdfPaper 133509,94 kBAdobe PDFView/Open

Partilhe no FacebookPartilhe no TwitterPartilhe no DeliciousPartilhe no LinkedInPartilhe no DiggAdicionar ao Google BookmarksPartilhe no MySpacePartilhe no Orkut
Exporte no formato BibTex mendeley Exporte no formato Endnote Adicione ao seu ORCID