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Reliability analysis of a timber truss system subjected to decay

dc.contributor.authorBrites, RD
dc.contributor.authorNeves, LC
dc.contributor.authorSapotiti Machado, J
dc.contributor.authorLourenço, PB
dc.contributor.authorSousa, HS
dc.date.accessioned2012-10-31T14:37:26Z
dc.date.available2012-10-31T14:37:26Z
dc.date.issued2013
dc.description.abstractAssessing the safety of existing timber structures is of paramount importance for taking reliable decisions on repair actions and their extent. The results obtained through semi-probabilistic methods are unrealistic, as the partial safety factors present in codes are calibrated considering the uncertainty present in new structures. In order to overcome these limitations, and also to include the effects of decay in the safety analysis, probabilistic methods, based on Monte-Carlo simulation are applied here to assess the safety of existing timber structures. In particular, the impact of decay on structural safety is analyzed and discussed, using a simple structural model, similar to that used for current semi-probabilistic analysis.por
dc.identifier.issn0141-0296
dc.identifier.urihttp://hdl.handle.net/10362/8062
dc.language.isoengpor
dc.peerreviewedyespor
dc.publisherElsevierpor
dc.subjectStructural reliabilitypor
dc.subjectTimber structurespor
dc.subjectBiological deteriorationpor
dc.subjectFungipor
dc.subjectDamagepor
dc.titleReliability analysis of a timber truss system subjected to decaypor
dc.typejournal article
dspace.entity.typePublication
oaire.citation.endPage192por
oaire.citation.startPage184por
oaire.citation.titleEngineering Structurespor
oaire.citation.volume46por
rcaap.rightsopenAccesspor
rcaap.typearticlepor

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