Please use this identifier to cite or link to this item: http://hdl.handle.net/10773/7153
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dc.contributor.authorOliveira, C.pt
dc.contributor.authorVarum, H.pt
dc.contributor.authorFigueiredo, A.pt
dc.contributor.authorSilveira, D.pt
dc.contributor.authorCosta, A.pt
dc.date.accessioned2012-03-08T14:47:24Z-
dc.date.available2012-03-08T14:47:24Z-
dc.date.issued2010-
dc.identifier.urihttp://hdl.handle.net/10773/7153-
dc.description.abstractAdobe structures present very appealing characteristics regarding a more sustainable practice with the preservation of our natural resources. However, when subjected to cyclic horizontal actions, such as earthquakes, they can present a deficient behaviour. With the purpose of evaluating the seismic vulnerability of adobe structures, a series of tests were conducted on a full-scale adobe wall considering constant dead and live loads combined with cyclic horizontal actions with rising amplitude. A structural strengthening solution was tested on the repaired wall after its assessment test. The adopted repair solution, based on cracks injection, combined with the strengthening solution, proved to be very efficient in improving the performance of the adobe wall. With the study conducted, it was possible to contribute to the characterization of adobe structural walls in terms of deformation capacity and failure modes, establishing the basis for the calibration of numerical models for adobe structures.pt
dc.language.isoengpt
dc.rightsopenAccesspor
dc.subjectSeismic assessmentpt
dc.subjectAdobe structurespt
dc.subjectExperimental testspt
dc.subjectStrengtheningpt
dc.titleExperimental tests for seismic assessment and strengthening of adobe structurespt
dc.typeconferenceObjectpt
dc.peerreviewedyespt
ua.publicationstatuspublishedpt
ua.event.date30 Agosto - 3 Setembro, 2010pt
ua.event.typeconferencept
degois.publication.firstPage533pt
degois.publication.issue1694-
degois.publication.title14 ECEE: 14th European Conference on Earthquake Engineering-
dc.relation.publisherversionhttp://www.14ecee.mk/*
Appears in Collections:DECivil - Comunicações

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